122
TENDER DOCUMENT TENDER No.: DLI/ENGG/ESIC-RO/KOL FOR CONSTRUCTION OF REGIONAL OFFICEBUILDING / ESI MB FOR EMPLOYEES’ STATE INSURANCE CORPORATION (ESIC) AT SALT LAKE, KOLKATA VOLUME – III PRICE BID ENGINEERING PROJECTS (INDIA) LIMITED (A GOVT. OF INDIA ENTERPRISE) Core-3, Scope Complex, 7, Institutional Area, Lodhi Road, New Delhi-110003 TEL NO: 011-24361666, 24366226 FAX NO. 011- 24363426 (A Govt. of India Enterprise) AN ISO 9001 & ISO 14001 COMPANY

Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

  • Upload
    others

  • View
    1

  • Download
    0

Embed Size (px)

Citation preview

Page 1: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

TENDER DOCUMENT

TENDER No.: DLI/ENGG/ESIC-RO/KOL

FOR CONSTRUCTION OF REGIONAL OFFICEBUILDING / ESI MB

FOR EMPLOYEES’ STATE INSURANCE CORPORATION (ESIC)

AT SALT LAKE, KOLKATA

VOLUME – III

PRICE BID

ENGINEERING PROJECTS (INDIA) LIMITED (A GOVT. OF INDIA ENTERPRISE)

Core-3, Scope Complex, 7, Institutional Area, Lodhi Road, New Delhi-110003

TEL NO: 011-24361666, 24366226 FAX NO. 011- 24363426

(A Govt. of India Enterprise) AN ISO 9001 & ISO 14001 COMPANY

Page 2: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Total Amount

1 2 3 3 + 5In figures In words In figures In words In figures

1.0 CIVIL & ROAD WORKS

1.1 As per DSR -2007 Rs. 257,474,559.52

1.2 Non DSR Rs. 88,096,781.03

2.0 Sanitary water supply & Drainage works

2.1 As per DSR -2007 Rs. 4,494,716.64

2.2 Non DSR Rs. 2,297,115.03

3.0 Tube Well Pump , STP ( Non DSR item) Rs. 4,191,159.50

4.0 Internal Electrical Works

4.1 As per DSR -2007 Rs. 4,252,943.00

4.2 Non DSR Rs. 14,046,979.00

5.0 External Electrical Works

5.1 As per DSR -2007 Rs. 798,496.00

5.2 Non DSR Rs. 13,407,350.00

6 Fire fighting Prevention System (Non DSR items) Rs. 13,259,895.20

7 Auditorium Sound Projection System (Non DSR items) Rs. 5,552,756.00

8 Auditorium Stage lighting & Stage Craft System (Non DSR items)

Rs. 1,881,535.00

9 Modular Furniture (Non DSR items) Rs. 22,632,972.00

10 LAN System (Non DSR items) Rs. 9,175,366.00

11 Horticulture (Non DSR items) Rs. 830,385.00

12 CCTV (Non DSR items) Rs. 1,168,953.75 TENDER VALUE

Seal & Signature of Tenderer

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATAPRICE SCHEDULE

DESCRIPTION ESTIMATED COST (in Rs.)SL. No. % (-) Below / (+) Above Amount (-) Below / (+) Above Estimated Cost

5 = (3 x 4)

To be quoted by Tenderer

4

TOTAL TENDER VAUE (IN WORDS) : Rs.

Page 3: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

CIVIL WORKS

(Page No. 1 to 32)

Page 4: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SL HEAD DSR NDSR

1 Earth Work 1840130.812 Concrete Work 1653130.903 Reinforced conc. 189919022.18 540000.004 Brick Work 10995521.875 Wood Work 2228773.19 119750.006 Steel Work 2035212.23 12362350.007 Flooring 28314781.89 7846840.208 Roofing 2497224.829 Finishing 9539224.28 8030688.28

10 Aluminium work 357195.80 27815702.8011 Misc. 114640.50 31381449.7512 Road Works 7979701.05

257474559.52 88096781.03

ABSTRUCT OF COST FOR CIVIL WORKS

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

1 civil works

Page 5: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 1.0 SUBHEAD NO. 1 : EARTHWORKA 1.01 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood,

trees and saplings of girth upto 30 cm measured at a height of 1 m aboveground level and removal of rubbish upto any lead outside the periphery of thearea cleared by all means.

Per 100 Sqm 80.45 21230.76

A 1.02 2.6 Earth work in excavation by mechanical means ( Hydraulic excavator) /manual means over areas (exceeding 30cm in depth 1.5m in width as well as10 sqm on plan) including disposal of excavated earth, lead upto 50 m and liftupto 1.5m, disposed earth to be levelled and neatly dressed: 263.90

2.6.1 All Kinds of Soil cum 101.85 5235.94 533280.49A 1.03 2.8 Earth work in excavation mechanical means ( Hydraulic excavator) / manual

means in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan) including 'dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavatedsoil as directed within a lead of 50m.

2.8.1 All Kinds of Soil cum 103.40 1310.81 135537.75A 1.04 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20 cm in depth, consolidating each

deposited layer by ramming and watering lead up to 50 M. and lift up to 1.5 M. cum 45.70 2672.19 122119.08A 1.05 2.27 Supplying and filling in plinth with Fine/ river/ local approved sand under floors

including, watering, ramming consolidating and dressing complete cum 301.50 1832.72 552565.08A 1.06 2.34 Supplying chemical emulsion in sealed containers including delivery as

specified2.34.1 Chlorpyriphos / Lindane emulsifiable concentrate of 20% Litre 174.30 632.92 110317.96

A 1.07 2.35 Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti

termite treatment 9excluding the cost of chemical emulsion)A 1.08 2.35.1 Along external wall where the apron is not provided using chemical emulsion

@ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300

mm including excavation channel along wthe wall & rodding etc. complete.2.35.1.1 With chlorphriphos lindane E.C. 20% with 1% concentration sqm 6.75 69.20 467.10

A 2.35.2 Along the external wall below concrete or masonry paron using chemicalemulsion @ 2.25 litres per linear metre including drilling and plugging holesetc.

2.35.2.1 With chlorphriphos lindane E.C. 20% with 1% concentration sqm 10.45 404.98 4232.04A 1.09 2.10 Excavating trenches of required width for pipes, cables etc including

excavation for sockets, and dressing of sides, ramming of bottoms depth up to

1.5 m including getting out the excavated soil and then returning the soil as

required in layers not exceeding 20 cm in depth including consolidating each

deposited layer by ramming watering etc. and disposing of surplus excavated

soil as directed, within a lead of 50 m

A. CIVIL WORKS:

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

2 civil works

Page 6: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

2.10.1 All kinds of soil2.10.1.1 Pipes cables etc. not exceeding 80 mm dia metre 70.45 175.00 12328.752.10.1.2 Pipes cables etc. exceeding 80 mm dia bot not exceeding 300 mm dia metre 115.05 1331.00 153131.552.10.1.3 Pipes cables etc. exceeding 300 mm dia bot not exceeding 600 mm dia metre 179.65 1085.00 194920.25

Sub Head Total Rs. 1,840,130.81 Rs. -

3 civil works

Page 7: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 2.0 SUBHEAD NO. 2 : CONCRETE WORKA 2.01 4.1 Providing and laying in position cement concrete of specified grade excluding

the cost of centering and shuttering - All work upto plinth levela 4.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal

size) cum 2713.05 302.26 820046.49b 4.1.9 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size)

cum 2296.15 320.22 735273.15c 4.1.10 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal

size) cum 2237.75 4.80 10741.20A 2.02 4.10 Prov. & laying DPC 40 mm th. With CC 1:2:4 (1 Cement : 2 Coarse Sand : 4

Graded Stone agg 12.5 mm nominal size). sqm 144.15 180.01 25948.44A 2.03 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of

approved quality using 1.7 kg per sqm on damp proof course after cleaning the

surface with brushes and finally with a piece of cloth lightly soaked in

Kerosene oil sqm 58.60 180.01 10548.59A 2.04 4.12 Extra for providing and mixing water proofing material in cement concrete work

@ 1Kg / 50 Kg of cement

per bag of 50 Kg of cement 27.45 33.51 919.85

A 2.05 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :

3coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed

of dry brick ballast 40mm nominal size well rammed and consolidated and

grouted with fine sand including finishing the top smooth sqm 222.65 223.01 49653.18Sub Head Total Rs. 1,653,130.90 Rs. -

4 civil works

Page 8: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 3.0 SUBHEAD NO. 3 : REINFORCED CEMENT CONCRETE WORKA 3.01 5.33 Providing and laying in position machine batched, machine mixed and

machine vibrated design mix cement concrete of specified grade for reinforcedcement concrete work including pumping of concrete to sit of laying butexcluding the cost of centring, shuttering, finishing and reinforcement includingAdmixtures in recommended proportions. as per IS 9103 to accelerate, retardsetting of concrete, improve workability without impairing strength anddurability as per direction of Engineer-in-charge - M-25 grade reinforcedcement concrete.by using 410 Kg of cement per Cum of concrete. All work upto floor V level cum 4147.40 11219.54 46531920.20

A 3.02 5.38 Extra for RCC / BMC / RMC work above floor V level for each four floors or part thereof. cum 92.90 3100.00 287990.00

A 3.03 5.34.2 Providing M-35 grade concrete by using 428 kg. of cement per cum of concrete instead of M-25 grade B.M.C / R.M.C cum 98.20 10644.54 1045293.83

A 3.04 5.9 Centering and shuttering including strutting, propoing etc. and removal of formfor

a 5.9.1 Foundations, footings, bases of columns etc. for mass concrete sqm 119.25 3576.80 426533.40b 5.9.2 Walls (any thickness) including attached pilasters buttresses, plinth and string

courses etc sqm 180.40 3838.00 692375.20c 5.9.3 Suspended floors, Roofs, landings, balcony and access platform sqm 187.35 17223.19 3226764.65d 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 162.65 17887.79 2909449.04e 5.9.6 Columns, pillars, piers, abutments, post & struts

sqm 238.40 11338.25 2703038.80f 5.9.7 Staircase (excluding landing) except spiral staircase sqm 204.00 1103.29 225071.16g 5.9.16.1 Edge of slabs and breaks in floors and walls under 20 cms wide metre 61.10 2026.75 123834.43h 5.9.19 Weather sheds, chajja, corbels etc. including edges sqm 258.60 934.05 241545.33j 5.9.4 Shelves (cast in situ) sqm 187.35 170.41 31926.31

A 3.05 5.11 Extra for additional height in centering and shuttering wherever required with

adequate bracing , propping etc including cost of de-shuttering and de-centring

at all levels , over a height of 3.5m for every additional height of 1m or part

thereof (plan area to be measured) 5.11.1 Suspended floors, roofs, landings, beams & balconies (plan area to be

measured) sqm 106.20 16406.00 1742317.20A 3.06 5.22 Reinforcement for RCC work including straightening, cutting, bending, placing

in position and binding all complete5.22.6 Thermo - Mechanically Treated bars. kg 42.70 1757967.75 75065222.935.22.1 Mild steel and Medium Tensile steel bars kg 41.50 1000.00 41500.005.22.2 Hard drawn steel wire kg 41.50 10000.00 415000.00

A 3.07 5.16 Providing , hoisting and fixing upto floor five level pre cast reinforced cement

concrete in shelves including setting in cement mortar 1:3 ( 1 cement : 3

coarse sand), cost of required centering , shuttring and finishing with neat

cement punning on exposed surfaces but excluding the cost of rein forcement

with 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm

nominal size) cum 6840.10 35.00 239403.50

5 civil works

Page 9: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 3.08 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete

pile of specified diameter and length below the pile cap M 35 in cement

concrete to carry a safe working load not less than specified excluding the cost

of steel reinforcement but including the cost of boring with bentonite solution

and temporary casing of appropriate length for setting out and removal of

same and the length of the pile to be embedded in the pile cap etc. all

complete, including removal of excavated earth with all lifts and leads (Length

of pile for payment shall be measured upto bottom of pile cap).20.2.4 500 mm dia piles metre 2005.70 962.00 1929483.40

20.2.5 600 mm dia piles metre 2559.60 5500.00 14077800.00

20.2.6 750 mm dia piles metre 3786.75 9984.00 37806912.00A 3.09 20.6 Vertical load testing of piles in accordance with IS : 2911 (part - IV) including

installation of loading platform and preparation of pile head or construction of

test cap and dismantling of test cap after test etc. complete as per

specification & direction of Engineer-in-charge.20.6.2 Single pile above 50 tonne and upto 100 tonne capacity

20.6.2.1 Initial test per test 31941.20 1.00 31941.20

20.6.2.2 Routine test per test 20907.00 4.00 83628.00

non sch Single pile above 100 tonne upto 150 tonne capacity

a Initial test per test 65000.00 2.00 130000.00

b Routine test per test 41000.00 10.00 410000.00A 3.10

20.8

Lateral load testing of single pile in accordance with IS code of practice IS :

2911 (part - IV) for determining safe allowable lateral load on pile

20.8.1Upto 50 tonne capacity pile per test 13357.20 3.00 40071.60

Sub Head Total Rs. 189,919,022.18 Rs. 540,000.00

6 civil works

Page 10: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 4.0 SUBHEAD NO. 4 : BRICK WORKA 4.01 6.1 Brick work with FPS bricks of class designation 75 in foundation and plinth in :

cum 2121.75 317.38 673401.026.1.2 Cement morter 1:6 (1 cement : 6 coarse sand)

A 4.02 6.4 Brick work with F.P.S. bricks of class designation 75 in superstructure aboveplinth level up to floor V level in all shapes and sizes in :

6.4.2 Cement morter 1:6 (1 cement : 6 coarse sand) cum 2357.40 3314.67 7814003.06A 4.03 6.5 Extra for brick work in superstructure above floor V level for each four floors of

part thereof by mechanical means by lifting material using mobile crane.( V to VI). cum 190.00 816.00 155040.00

a Extra for brick work in superstructure above floor V level for each four floors of part thereof by mechanical means by lifting material using mobile crane.( VI to VII). cum 190.00 566.00 107540.00

b Extra for brick work in superstructure above floor V level for each four floors of part thereof by mechanical means by lifting material using mobile crane.( VII to VIII). cum 190.00 72.00 13680.00

A 4.04 6.13 Half brick masonry with bricks of class designation 75 in super structure aboveplinth level upto floor V level:

6.13.2 cement mortar 1 :4 (1 cement: 4 coarse sand) sqm 302.80 6291.33 1905014.72A 4.05 6.15 Extra for providing and placing in position 2 Nos. 6mm dia. MS bars at every

third course of half brick masonry ( with FPS bricks) sqm 47.80 6291.33 300725.57A 4.06 6.14 Extra for half brick masonry in superstructure, above floor V level for ev ery

four floors or part thereof by mechanical means by lifting material using mobile

crane (V-VI) sqm 16.85 950.00 16007.50Extra for half brick masonry in superstructure, above floor V level for ev ery four floors or part thereof by mechanical means by lifting material using mobile crane (VI-VII) sqm 16.85 600.00 10110.00Sub Head Total Rs. 10,995,521.87 Rs. -

7 civil works

Page 11: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 5.0 SUBHEAD NO. 5 : WOOD WORK & JOINERYA 5.01 9.1 Providing wood works in frames of doors, windows, clerestory windows and

other frame and fixed in position:9.1.2 Sal wood cum 30511.90 2.04 62244.289.1.3 Kiln seasoned and chemically treated hollock wood. cum 31339.40 0.64 20057.22

A 5.02 9.5 Providing and fixing panelled or panelled and glazed shutter for doors,windows and clerestory windows including ISI marked black enamelled MSbutt hinges, with necessary screws excluding panelling which will be paidseparately.

9.5.2.1 35mm thick Kiln seasoned and chemically treated hollock wood. sqm 899.70 54.65 49168.61A 5.03 9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled

and glazed shutters for doors, windows and clerestory windows (area ofopening for panel inserts excluding portion inside grooves or rebates to bemeasured) panelling for panelled or panelled and glazed shutters 25mm to40mm thick.

9.7.2 Kiln seasoned and chemically treated hollock wood. sqm 711.25 33.52 23841.10A 5.04 9.20 Providing and fixing ISI marked flush door shutters conforming to IS 2202 (part

I) decorativie type, core of block board construction with frame of 1st class

hard wood and well matched teak 3 ply veneering with vertical grains or cross

bands and face veneers on both faces of shutters

9.20.135 mm thick including ISI marked stainless steel butt hinges with necessary screws sqm 1473.50 34.00 50099.00

A 5.04a 9.21 Providing and fixing ISI marked flush door shutters non-decorative type, core

of block board construction with frame of 1st class hard wood and well

matched commercial 3 ply veneering with vertical grains or cross bands and

face veneers on both faces of shutters .a 9.21.1 35 mm thick incl.ISI marked stainless steel butt hinges with necessary screws

sqm 929.95 150.88 140310.86b 9.21.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished

M.S. piano hinges with necessary screws. sqm 853.05 25.00 21326.259.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum

depth on all edges of shutters (over all area of door shutter to be measured)over item no. 9.20 and 9.21 sqm 284.55 34.00 9674.70

A 5.05 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc.

with M.S. flats square or round bars etc. all complete. a 9.48.1 Fixed to steel windows by welding Kg. 59.25 5095.63 301916.08b 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg. 64.40 7144.40 460099.36

A 5.06 9.62 Providing & fixing ISI marked oxidised MS sliding door bolts with nuts &

screws etc. completea 9.62.2 250 x 16 mm each 69.65 85.00 5920.25

A 5.07 9.63 Providing & fixing ISI marked oxidised MS tower bolts black finish (BarralType)with nuts & screws etc. complete

a 9.63.1 250 x 10 mm each 33.90 318.00 10780.20

8 civil works

Page 12: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 5.08 9.100 Providing and fixing Aluminium handles ISI marked anodised ( Anodic Coating

not less than grade AC10 as per IS 1868) transparent or dyed to required

coloured or shade with necessary screws etc. complete.a 9.100.1 125 mm each 48.80 351.00 17128.80

A 5.09 9.101 Providing and fixing aluminium hanging floor door stopper ISI markedanodised (anodic coating not less than grade AC 10 as per IS :1868)transparent or dyed to required color and shade with necessary screws etc.complete:

a 9.101.2 Twin rubber stopper. each 53.90 106.00 5713.40A 5.10 9.12 Extra for providing frosted glass panes 10Kg/sqm (4 mm thick) instead of

ordinary glass panes 10kg/sqm (4 mm thick) im doors, windows and clerestory

window shutters. (Area of opening for glass panes excluding portion inside

rebate shall be measured) sqm 10.45 11.38 118.92A 5.11 9.121 Providing and fixing of fiber glass reinforced plastic (FRP) door frames of three

legged of cross section 90 mm x 45 mm having single rebate of 32 mm x 15

mm to recive shutter of 30 mm thickness. The laminate door frame molded

with fire resistant grade unsatur4ated polyester resin and chopped mat door

frame laminate shall be 2 mm thick and shall be filled with suitable wooden

block in all the three legs. The frame shall be covered with fiberglass from all

sides. M.S. stay shall be provided at the bottom to steady the frame. m 398.40 499.60 199040.64A 5.12 9.128 Providing and fixing factory made fiber glass reinforced plastics (FRP) chajja 4

mm thick of required colour, size and design made by resin transfer moulding

(RTM) machine technology, resulting in void free compact laminate in single

piece, having smooth gradual slope curvature for easy drainage of water and

duly reinforced by 2 nos. vertically and 1 nos. horizontally 50 x 2 mm thick

M.S. flat with 12 mm in built hole for grouting on the existing wall along with

the 50 mm flanges duly inserted and sealed in the wall complete in one single

piece casted monolithically, including all necessary fittings. The FRP chajja

should be manufactured using unsaturated polyester resin as per IS : 6746

duly reinforced with fibre glass chopped strand mat (CSM) as per IS : 11551

complete with protective gel coat U/V coating on top for complete resistance

from the extreme of temperature, weather & sunlight. sqm 4452.00 170.76 760223.52

A 5.13 9.84 Providing and fixing IS : 3564 marked aluminium extruded section body tubulartype universal hydraulic door closer with double speed adjustment withnecessary accessories and screws etc. complete: Hardwyn make (Eddy) orequivalent each 911.10 100.00 91110.00

9 civil works

Page 13: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 5.14 Non Sch Extra for providing and fixing StAINLESS STEEL cyledrical lock without key of

Godrej / Technikos Enterprise / Aligarh lock Store / Brass Smith or equivallent

make including and necessary fittings , fixtures, labour etc. complete each 650.00 115.00 74750.00A 5.15 Non Sch Extra for providing and fixing StAINLESS STEEL cyledrical lock with key of

Godrej / Technikos Enterprise / Aligarh lock Store / Brass Smith or equivallent

make including and necessary fittings , fixtures, labour etc. complete each 750.00 60.00 45000.00

Sub Head Total Rs. 2,228,773.19 Rs. 119,750.00

10 civil works

Page 14: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 6.0 SUBHEAD NO. 6 : STEEL WORKA 6.01 10.3 Providing in position collapsible steel shutters with vertical channels 20X10X2

mm and braced with flat iron diagonals 20X5 mm size with top & bottm rail of T

iron 40 X40 X6 mm with 40 mm dia , steel pullys complete with bolts , nuts ,

locking arrangements , stoppers , handles , including applying of priming coats

of approved steel primer. sqm 2592.70 42.64 110552.73A 6.02 10.6 Supplying and fixing rolling shutters of approved make, made of required size

M.S. laths interlocked together through their entire length and jointed together

at the end by end locks mounted on specially designed pipe shaft with

brackets, side guides and arrangements for inside and outside locking with

push and pull operation complete including the cost of providing and fixing

necessary 27.5 cm long wire springs grade No.2 and M.S. top cover of

required thickness for rolling shutters.10.6.1 80x1.25mm MS laths with 1.25mm thick top cover sqm 1208.45 36.96 44664.31

A 6.03 10.7 Providing and fixing ball bearing for rolling shutters each 356.50 12.00 4278.00A 6.04 10.8 Extra for providing mechanical device chain and crank operation for operating

rolling shutters A 10.8.1 Exceeding 10.00 sqm and upto 16.8 sqm in the area sqm 480.30 36.96 17751.89A 6.05 10.17 Providing and fixing M.S. fan clamp type I of 16 mm dia M.S. bar bent to shape

with hooked ends in RCC slabs during laying including painting the exposedportion of loop, all as per standard design complete.. each 75.20 630.00 47376.00

A 6.06 10.26 Providing and fixing handrail by welding etc. to steel ladder railing, balconyrailing & staircase railing including aplying a priming coat of approved steelprimer.

10.26.2 ERW tubes 40mm nominal dia Kg 111.50 2994.70 333909.05A 6.07 10.25 Steel work welded in built up sections/framed work including providing cutting

hoisting, fixing in position and applying a priming coat of approved steel primerusing structural steel etc. as required

a 10.25.1 In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. kg 48.95 20000.00 979000.00

b 10.25.2 a) In gratings, frames, guard bar , ladder, railings , brackets , gates , grill &similar works Kg 51.20 8764.00 448716.80

A 6.08 10.16 Steel work in built up tubular trusses including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primar, welded and bolted including specialshaped washers etc. complete.

a 10.16.3 Electric resistance or induction butt welded tubes Kg 109.05 449.00 48963.45A 6.09 Non

ScheduleSteel work welded in built up section / framed work including cutting, hoisting

fixing in position and applying a priming coat of approved steel primer and two

coats of synthetic enamel paints of approved brand and shade. using structural

steel etc. as requiredIn cat walk including use of chequered plate wherever required, all complete.

Kg 80.00 21000.00 1680000.00

11 civil works

Page 15: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 6.10 Non Schedule

Preparation of shop drawings, material list, schedule of bolts and nuts,

erection drawings, supply of all raw materials, fabrication of space frame

tubular structures( 1M to 1.2M grid and approx.1.2m heigh) with PU coated

ERW tubes and cast iron nodes of required diametre (not less than 100mm),

loading, transportating and delivery at site, erection of the space frame

structure at 7th floor height ( approx.30m), horizontal purlins of required size

and anchoring the structure with concrete beams / vertical concrete / brick

walls / support as per drawing at appropriate location, all steel members

including the nodes to be PU coated , all works as per specification and

drawings inclusive of tools, tackles, labour etc.The scaffolding / suuporting

system for febrication / errection at approx.30m height from GL to be

considered within the rate. complete as per direction of Engineer in charge. (

Prior to start the work, Vendor to get approval from EPIL for detail febrication

drawings and design of space frame based on existing Architectural &

Structural drawings ) sqm 12765.00 550.00 7020750.006.11 Non

SchedulePreparation of shop drawings, material list, schedule of bolts and nuts,

erection drawings, supply of all raw materials, fabrication of space frame

tubular structures( approx.0.75m grid and heigh) with PU coated ERW tubes

and cast iron nodes of required diametre (not less than 75mm), loading,

transportating and delivery at site, erection of the space frame structure at 2nd

floor height (.approx.10m), horizontal purlins of required size and anchoring the

structure with concrete beams / vertical concrete / brick walls / support as per

drawing at appropriate location, all steel members including the nodes to be

PU coated , all works as per specification and drawings inclusive of tools,

tackles, labour etc.The scaffolding / suuporting system for febrication /

errection at approx.8m height from GL to be considered within the rate.

complete as per direction of Engineer in charge. ( Prior to start the work,

Vendor to get approval from EPIL for detail febrication drawings and design of

space frame based on existing Architectural & Structural drawings ) sqm 9500.00 100.00 950000.00A 6.12 Non

ScheduleProviding and fixing 10mm thk. Multi wall Poly carbonate sheet (GE or

equivalent make) fixed with Al extruded sections. EPDM gasket, poly sulphide

sealent with all other necessary screw / screw cap and other consumables etc.

as required at any height, complete as per instruction of Engineer in charge (

cost of structural members and aluminium not included, ALUMINIUM WORKS

will be paid seperately). sqm 2340.00 500.00 1170000.00A 6.13 Non

ScheduleFixing of Aluminium framing work over existing spaceframe for poly carbonate sheet at roof level including gasket, cover etc. complete. Kg 408.30 2000.00 816600.00

12 civil works

Page 16: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 6.14 Non Schedule

Providing and fixing MS sheet cover door for electrical / fire duct with Powder

coated 16 SWG MS sheet with MS stiffners, ventilation slits at top and bottom,

view panel of size 200mm wide and 300mm height of 4mm clear glass for

each shutter. MS angle frame with 40x40x4mm angle duly painted and fixed

with wall / duct. The edge of shutters will be without any sharp edges.

including all fixtures like hinges, handles, lock etc. complete as per drawing

and as per isze of duct at site. sqm 2500.00 290.00 725000.00Sub Head Total Rs. 2,035,212.23 Rs. 12,362,350.00

13 civil works

Page 17: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 7.0 SUBHEAD NO. 7 : FLOORINGA 7.01 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:

15622 (thickness to be specified by the manufacture) of approved make in allcolours, shades except burgandy, bottle green, black of any size as approvedby Engineer-in-charge in skirting, risers of steps and dados over 12mm thickbed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with greycement slurry @ 3.3 Kg/sqm including pointing in white cement mixed withpigment of matching shade complete. sqm 556.60 542.48 301944.37

A 7.02 11.40 Providing and laying rectified glazed ceramic floor tiles 300 X 300 mm or more(thickness to be specified by manufacturer) of 1st quality conforming to IS :15622 of approved make in all colours, shades, except White, Ivory , Grey,Fume Red Brown laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarsesand) including grouting the joints with White cement and matching Pigmentsetc. complete. sqm 800.40 160.30 128304.12

A 7.03 Non Schedule

Providing and laying matt finished rectified glazed ceramic floor tiles 400 X400 mm or more (thickness to be specified by manufacturer) of 1st qualityconforming to IS : 15622 of approved make in all colours, shades, exceptWhite, Ivory , Grey, Fume Red Brown laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand) including grouting the joints with White cement andmatching Pigments etc. complete. sqm 1000.00 643.37 643370.00

A 7.04 11.41 Providing and laying polished vitrified floor tiles in different sizes (thicknes tobe specified by the manufacturer) with water absorption's less than 0.08% andconformin to IS : 15622 of approved make in all colours and shake, laid on 20mm thick cement motar 1:4 ( 1 cement : 4 coarse sand) including grouting thejoints with white cement and matching pigments etc. complete.

a 11.41.2 Size of Tile 60X60 cm sqm 1448.55 5589.44 8096583.31b 11.41.4 Size of Tile 100X100 cm sqm 2755.70 5599.60 15430817.72

A 7.05 11.42 Deduct for not using 20 mm thick cement mortar 1:4 ( 1cement : 4 coarsesand) bedding in laying of floor tiles. sqm -233.95 12535.19 -2932607.70

A 7.06 11.43 Fixing glaze/ Ceramic/ Vitrified floor tiles with cement based high polymer

modified quick - set tile adhesive (water based) conforming to IS : 15477,

using 5 Kg. adhesive / sqm of tile area, in average 3 mm thickness. sqm 224.70 11952.82 2685798.65A 7.07 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate) finished with a floating coat of neat cement including cement slurry,but excluding the cost of nosing of steps etc. complete.

11.3.1 40mm thick with 20mm nominal size stone aggregates sqm 192.95 1781.37 343715.34A 7.08 11.6 Cement plaster skirting & dado with cement mortar 1:3 (1 cement:3 coarse

sand) finished with a floating coat of neat cement11.6.1 18 mm thick sqm 168.50 184.76 31132.06

A 7.09 11.4 52 mm thick cement concrete flooring with concrete hardener topping under

layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size) and top layer 12 mm thick cement

hardener conisiting of mix 1:2 (1 cement hardener mix : 2 graded stone

aggregate 6 mm nominal size) by volume hardening compound is mixed @ 2

litre per 50 kg of cement or as per manufacturers specifications. The includes

cost of cement slurry, but excluding the cost of nosing of steps etc. complete sqm 286.55 125.00 35818.75

14 civil works

Page 18: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 7.10 11.26 Kota stone slab flooring over 20mm (avg.) thk base laid over and jointed with

gray cement slurry mixed with pigments to match the shed of the slab including

rubbing and polishing complete with 25mm thk. with 1:4 cement mortar.( 1

cenet : 4 coarse sand)11.26.1 25mm thick sqm 694.40 1602.21 1112574.62

A 7.11 11.27 Kota stone slabs 25mm thk in risers of step, skirting, dado and pillers laid on

12mm(avg.) thick cement mortar 1:3 and jointed with gray cement slurry mixed

with pigment to match the shed of the slabs,including rubbing and polishing

complete. sqm 676.75 385.75 261056.31A 7.12 11.31 Extra for pre finished nosing in treads of steps of kota stone / sand stone slab

m 26.40 1264.00 33369.60A 7.13 8.2 Providing and fixing 18 mm thick gang saw cut mirror polished premoulded

and prepolished) machine cut for kitchen platforms, vanity counters, windowsills, facias and similar locations of requiried size of approved shade, colourand texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand) with joints treated with white cement mixed with matchingpigment, epoxy touch ups, including rubbing curing moulding and polishing toedge to givie high gloss finish etc. complete at all levels.

8.2.2 Granite of any colour and shade8.2.2.1 Area of slab upto 0.50 sqm sqm 2480.20 96.66 239736.138.2.2.2 Area of slab over 0.50 sqm sqm 2543.65 984.60 2504477.79

A 7.14 8.3 Extra for providing edge moulding to 18 mm thick marble stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.

8.3.1 Marble work metre 57.90 10.00 579.008.3.2 Granite work metre 97.60 163.78 15984.93

A 7.15 8.4 Extra for fixing marble / granite stone over and above corresponding basic item in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete metre 106.80 108.66 11604.89

A 7.16 8.5 Extra for providing opening of required size & shape for wash basins / kitchen sink in kitchen platform, vanity counters and similar location in marble / granite / stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete each 151.00 92.00 13892.00

A 7.17 Non Schedule

Extra for using PVC spacer and fillent grout at tile jointssqm 75.00 610.00 45750.00

A 7.18 Non Schedule

Providing and fixing 18/20 mm thick velvet / antique finished machine cut grey

/ black granite( size not less than 1.5 sqm) for flooring including backing

materials, joint sealent compound etc. and finishing the surface with miramatte

( of Latecrete or equivallent) complete in all respect. sqm 3087.40 600.00 1852440.00A 7.19 Non

ScheduleGranite stone slabs with hornned finish (Gray/ Black) 20mm thick in

steps, risers,landing, skirting laid on 12mm (avg) thick cement

mortar 1:3 ( 1 cement: 3 coarse sand) and jointed with white

cement slurry mixed with pigment to match the shade of the slabs,

including rubbing and polishing complete. sqm 2747.90 748.00 2055429.20

15 civil works

Page 19: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 7.20 Non Schedule

Providing and fixing 11mm thick laminated floor, skirting with

tounge and grrove system of Pergo or equivallent of grade AC6 with

inbuilt 3mm sound abosorbing pad.fixed on floor with approved

adhesive including fixing of beads, levelling etc.complete. sqm 3985.80 420.00 1674036.00A 7.21 Non

ScheduleProviding and fixing 9mm thick laminated floor, skirting with tounge

and grrove system of Pergo or equivallent of grade AC5 with inbuilt

3mm sound abosorbing pad.fixed on floor with approved adhesive

including fixing of beads, levelling etc.complete. sqm 3214.80 200.00 642960.00A 7.22 Non

ScheduleProviding and fixing laminated floor skirting with tounge and grrove

system of Pergo ( item code No. 300XX) or equivallent .fixed on

floor with approved adhesive including fixing of beads, levelling

etc.complete. sqm 4889.90 100.00 488990.00A 7.23 Non

ScheduleProviding and laying decorative interconnecting floor/Pavement tiles of approx. 22mm thick of approved colour, shed, pattern ( Wondercrete / Durocrete/ EUROCON / MULTYWIN/ AP Galaxy Brand)

to be laid over base of 1:4 cement mortar.(1 cement:4 coarse

sand) 25mm thk and jointed with white cement slurry mixed with

pigments to match the shed of the tiles including rubbing and

cleaning complete as required. sqm 699.00 635.00 443865.00Sub Head Total Rs. 28,314,781.89 Rs. 7,846,840.20

16 civil works

Page 20: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 8.0 SUBHEAD NO. 8 : ROOFINGA 8.01 22.5. Providing and laying water proofing treatment in sunken portion of WCs,

bathroom etc., by applying cement slurry mixed with water proofing cementcompound consisting of applying : a) First layer of slurry cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. Thislayer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement@ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126kg/sqm. This layer will be allowed to air to air to cure for 4 hoursfollowed withwater curing for 48 hours. The rate includes preparation of surface, treatmentand sealing of all joints, corners, junctions of pipes and masonary with polymerslurry. sqm 143.85 829.75 119359.54

A 8.02 22.7 Providing and laying integral cement based water proofing treatment includingpreparation of surface as required for treatment of roofs, balconies, terracesetc. consisting of following operations.

a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm ofcement admixed with proprietary water proofing compound conformingn to IS2645 over the RCC slab including cleaning the surface before treatment.

b) Laying cement concrete using broken bricks / brick bats 25mm to 100mm sizewith 50% of cement mortar 1:5 ( 1cement : 5 coarse sand) admixed withproprietary water proofing compound conforming to IS: 2645 over 20mm thicklayer of cement mortar of mix 1:5 (1cement : 5 coarse sand) admixed withproprietary water proofing compound conforming to IS: 2645 to required slopeand treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs.

c) After two days of proper curing applying a second coat of cement slurry

admixed with proprietary water proofing compound conforming to IS: 2645.d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (

1cement : 4 coarse sand) admixed with proprietary water proofing compoundconforming to IS: 2645 and finally finishing the surface with trowel with neatcement slurry and making of 300X300 mm square.

e) The whole terrace so finished shall be flooded with water for a minimum periodof two weeks for curing and for final test. All above operations to be done inorder and as directed and specified by the Engineer - in- charge.With average thickness of 120mm and minimum thickness at khurra as 65mm

The treatment is to be carried out by a specialised agency with the approval ofthe Engineer and shall be guaranteed fully effective for a minimum period of10 years.

22.7.1 Notwithstanding this, the responsibility of effectiveness of the treatment shall

be fully, entirely and unqualifiecly be that of the main contractor for the work. sqm 536.40 3835.44 2057330.02A 8.03 12.22 Making khuras 45x45cm with average minmum thickness of 5 cm cement

concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate of 20 mmnominal size) over PVC sheet 1m x 1m x 400micron, finished with 12mmcement plaster 1:3 (1cement:3coarse sand) and a coat of neat cementrounding of the edges and making and finishing the outlet complete each 108.00 71.00 7668.00

A 8.04 12.44 Providing and fixing to the inlet mouth of rain water pipes cast iron grating 15cm diametre and weighing not less than 440 grams. each 23.40 71.00 1661.40

17 civil works

Page 21: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 8.05 12.40 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A including jointing with seal ring conforming to

IS : 5382 leaving 10mm gap for thermal expansion.(i) Single socketed pipes12.40.2 110 mm diameter metre 163.40 1255.20 205099.68

A 8.06 12.42 Providing and fixing on wall face unplasticised - PVC moduled fittings/acessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A including jointing with seal ring conforming to IS : 5382 leaving10mm gap for thermal expansion

a 12.42.5 Bend 87.5º12.42.5.2 110 mm bend each 134.20 61.00 8186.20

b 12.42.6 Shoe (Plain)12.42.6.2 110 mm each 263.10 61.00 16049.10

c 12.42.3 Single tee with door12.42.3.2 110 x 110 x 110 mm each 260.70 6.00 1564.20

A 8.07 12.43 Providing and fixing unplasti8cised PVC pipe clips of approved design tounplasticised PVC rain water pipes by means of 50 x 50 x 50 mm hard woodplugs screwed with MS screws of required length including cuting brick workand fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making goodthe wall etc. complete

12.43.2 110 mm each 96.90 641.00 62112.90A 8.08 12.1 Providing corrugated G.S. sheet roofing fixed with polymer coated J or L

hooks, bolts and nuts 8 mm diameter with bitumen and G.I. Limpet washerfilled with white lead and including a coat of approved steel primer and twocoats of approved paint on overlapping of sheets complete (upto a pitch of 60degrees) excluding the cost of purlins, rafters and trusses

12.1.3 1.00mm thick with zinc coating not less than 275gm/m2 sqm 432.25 31.90 13788.78A 8.09 12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed

with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumenand G.I. Limpet washer complete

12.4.1 0.8mm thick with zinc coating not less than 275gm/m2 m 313.60 5.00 1568.00A 8.10 12.7 Providing and fixing 15cm wide 45cm over all semi circular plain G.S. sheet

gutter with iron brackets 40X3 mm size, bolts, nuts and washer etc. including

making necessary connections with rain water pipes complete.12.7.1 0.8mm thick with zinc coating not less than 275gm/m2 m 283.70 10.00 2837.00

Sub Head Total Rs. 2,497,224.82 Rs. -

18 civil works

Page 22: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 9.0 SUBHEAD NO. 9 : FINISHINGA 9.01 13.4 12 mm cement plaster of mix

13.4.2 1:6 (1 cement : 6 coarrse sand) sqm 72.70 21935.44 1594706.49A 9.02 13.5 15 mm cement plaster on the rough side of single of half brick wall of mix

a 13.5.1 1:4 (1 Cement : 4 coarse sand) sqm 96.35 5892.00 567694.20b 13.5.2 1:6 (1 Cement : 6 coarse sand) sqm 84.55 13037.15 1102291.03

A 9.03 13.16 6 mm cement plaster of mix: 13.16.1 1:3 ( 1 cement : 3 fine sand) sqm 62.15 22050.32 1370427.39

A 9.04 13.6 20mm cement plaster of mix: 13.6.1 1:4 (1 cement : 4 coarse sand) sqm 118.25 6769.37 800478.00

A 9.05 13.10 15 mm cement plaster1:3 (1 cement 3 coarse sand) finished with a floatingcoat of neat cement on the rough side of single or half brief wall sqm 128.50 1470.30 188933.55

A 9.06 13.22 Extra for plastering exterior walls height more than 10m from ground level forevery additional height of 3m or part there of. sqm 16.80 7770.04 130536.67

A 9.07 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade: 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including

base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). sqm 50.40 13275.39 669079.66A 9.08 13.45 Finishing walls with textured exterior paint of required shade:

13.45.1 New work (Two or more coat applied @ 3.28 ltr/10 sqm over and including

base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). sqm 96.25 100.00 9625.00A 9.09 13.50 Applying priming coat:

a 13.50.1 With ready mixed pink or grey primer of approved brand and manufacture onwood work (Hard and soft wood). sqm 16.55 597.12 9882.34

b 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand andmanufacture on steel galvanised iron/steel works sqm 12.65 934.99 11827.62

A 9.10 13.61 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade:

13.61.1 Two or more coats on new work sqm 33.25 3134.71 104229.11A 9.11 13.26 Providing and applying plaster of paris putty of 2 mm. thickness over plastered

surface to prepare the surface even and smooth complete sqm 47.20 32864.32 1551195.90A 9.12 13.37 White washing with lime to give an even shade

13.37.1 New work (three or more coats) sqm 6.75 15846.00 106960.50A 9.13 13.60 Wall painting with plastic emulsion paint of approved brand and manufacture

to give an even shade: 13.60.1 Two or more coats on new work sqm 40.05 32864.32 1316216.0213.68 French spirit polishing

13.68.1 Two or more coats on new works including a coat of wood filler sqm 75.60 68.00 5140.80A 9.14 Non

ScheduleProviding and fixing high pressed clay tiles of Confetti export / SBTC brand orequivallent on wall on prepared plastered surface with adhesive of Sika-ceram/ Balendura -durafix silver star or equivallent, including racking off joint andmaking good the same with matching coloured approved sealent compound ,protective silicon paint over total laid surface over a coat of acrylic smoothexterior grade paint of matching shade etc.complete with tools, tackles,scaffolding etc. maintaining true line level etc. as per direction of Enginner - in -charge sqm 874.90 8617.20 7539188.28

A 9.15 Non Schedule

Providing and fixing 20mm x20mm glass mosaic tiles of texture series of Italiaor equivallent of approved colour and texture on wall facia etc. at any heightincluding all materials and labours complete sqm 1591.20 50.00 79560.00

A 9.16 Non Schedule

Finishing walls with Granules textured paint of Heritage surface textures. orequivallent of required shade sqm 353.80 150.00 53070.00

19 civil works

Page 23: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 9.17 Non Schedule

Finishing walls with textured paint Perlina fine / Rustik regular / ornaplast/ perlina regular/ Rustik fine of Spectrum paints Pvt ltd. or equivallent of required shade & texture sqm 540.70 400.00 216280.00

A 9.18 Non Schedule

Providing and fixing of wall coverings with Kerala / Peau sauvage / SoieSauvage / Braynia / Barnia Leaf of Elemento Life Style Pvt. Ltd. Or equivallentincluding cost of adhesive etc. the fixing to be done by approved applicator ofthe manufacturer. sqm 1425.90 100.00 142590.00Sub Head Total Rs. 9,539,224.28 Rs. 8,030,688.28

20 civil works

Page 24: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 10.00 ALUMINIUM WORKA 10.01 Non sch Providing and fixing aluminium adjustable louvered window with 6mm thick.

frosted glass, all exposed edge to be machine polished, outer frame 50x25(2mm thk.) hollow Aluminium section (Indal/ Hindalco/ Jindal) confirming toIS:733 and IS:1285, anodised transparent or dyed to required shade accordingto IS: 1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugsand screws or with fixing clips, or with expansion hold fastner includingnecessary filling up of gaps at junctions, at top, bottom and sides with requiredsilicon compound etc, complete as per drawing and instruction of Engineer-In-Charge. sqm 3047.50 113.00 344367.50

A 10.02

21.1

Providing and fixing aluminium work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections / appropriate Zsections and other sections of approved make conforming to IS : 733 and IS :1285, fixed with rawl plugs and screws or with fixing clips or with expansionhold fasteners including necessary filling up of gaps at junctions, at top, bottomand sides with required PVC / neoprene felt etc. Aluminium sections shall besmooth, rust free, straight, mitred and jointed mechanically wherever requiredincluding cleat angle.l Aluminium snap beading for glazing / panelling, C.P.brass / stainless steel screws all complete as per architectural drawings andthe directions of Engineer-in-charge. (Glazing and panelling to be paid forseparately)

21.1.1 For fixed portiona

21.1.1.3Polyester powder coated aluminium (minimum thickness of plyester powder coating 50 micron) kg 312.40 100.00 31240.00

A 10.03

21.1.2

For shutters of doors windows & ventilators includisng providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately).

21.1.2.3Polyester powder coated aluminium (minimum thickness of plyester powder coating 50 micron) kg 332.85 250 83212.50

A 10.04 21.4 Providing and fixing double action hydraulic floor spring of approved brand andmanufacture IS : 6315 marked, for doors including cost of cutting floors asrequired, embedding in floors and cover plates with brass pivot and singlepiece M.S. sheet outer box with slide plate etc. complete as per the directionof Engineer - in - charge.

a 21.4.1 With stainless steel cover plate each 1733.50 10.00 17335.00b 21.4.2 With brass cover plate each 1907.70 10.00 19077.00

A 10.05 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12833 Grade L Type II, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P.Brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge

21.2.2Prelaminated particle board with decorative lamination on one side and balancing lamination on both sides. sqm 812.60 20.00 16252.00

A 10.06 Providing and fixing glazing in aluminium door window ventilator shutters and partitions etc. with PVC / neoprene gasket etc complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item)

21.3.2 With float glass panes of 5.50 mm thickness sqm 673.55 10 6735.50

21 civil works

Page 25: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 10.07 21.7 Proving and fixing machine moulded aluminium covering of approved pattern &design,made out of machine cut aluminium sheet and machine holed forreceiving screws, over expansion joints on vertical surfaces/ceilings with fullthreaded, cadmium plated steel screws 4mm dia stem, 30 mm long andaluminium washers 2 mm thick, 15 mm dia at a staggered pitch of 200 mmcentre including drilling holes in the receiving surface and providingexpandable plastic sleevers in holes etc. complete.

a 21.7.1 Anodised aluminium sheet 2.5 mm thick (anodised transparent or dyed torequired shade according to IS: 1868, Minimum anodic coating of grade AC15) kg 335.85 91.14 30609.37

A 10.08 21.8 Filling the gap in between aluminium frame & adjacent RCC / Brick / Stone

work by providing weather silicon sealant over backer rod of approved quality

as per architectural drawings and direction of Engineer-in-charge.21.8.1 Upto 5 mm depth and 5 mm width metre 58.85 903.80 53188.63

A 10.09 Non sch Providing and fixing stainless steel (SS 304 grade) door handle of approvedquality with necessary stainless steel fixtures etc. to thedoor as per dierectionof Enginner - in - charge complete

a 25mm dia 300mm long in pairs each 2070.00 4.00 8280.00b 32mm dia 600mm long in pairs each 4600.00 4.00 18400.00

A 10.10 21.11 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows

stays of approved quality with necessary stainless steel screws etc. to the side

hung windows as per dierection of Enginner - in - charge complete a 21.11.1 205 X 19 mm each 175.10 10.00 1751.00b 21.11.2 255 X 19 mm each 193.20 357.00 68972.40c 21.11.3 355 X 19 mm each 247.55 4.00 990.20d 21.11.4 510 X 19 mm each 458.95 4.00 1835.80e 21.11.5 710 X 19 mm each 836.45 4.00 3345.80

4A 10.11 21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm

thick & 2100 mm long with SS screws etc. complete as per diorection ofEngineer - in - charge

a 21.12.1 Anodized (AC 15) aluminium tubular handle bar each 433.75 4.00 1735.00b 21.12.2 Power coated minimum thickness 50 micron aluminium tubular handle bar

each 458.45 4.00 1833.80c 21.12.3 Polyester power coated minimum thickness 50 micron aluminium tubular

handle bar each 467.95 4.00 1871.80

A 10.12 21.13 Providing and fixing 100 mm brass locks (best make of approved quality) for

aluminium doors including necessary cutting and making good etc. complete each 208.35 4.00 833.40

A 10.13 21.16 Providing fixing aluminium round shape handle of outer dia. 100 mm with SSscrews etc. complete as per direction of Engineer - in - charge

a 21.16.1 Anodized (AC 15) aluminium each 45.30 357.00 16172.10b 21.16.2 Powder coated minimum thickness 50 micron aluminium each 49.95 2.00 99.90c 21.16.3 Polyester powder coated minimum thickness 50 micron aluminium each 52.30 2.00 104.60

22 civil works

Page 26: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 10.14 Non Schedule

Providing and fixing of DOMAL 40 brand from Italy at all levels throughdesigning and selection of Aluminium 6063-T6 alloy and tempered frame andshutter extruded profiles with reference to the desired strength anodized or P Pcoated according to approved colour along with necessary corrosionresistance accessories / complete hardwares and fittings and speciallydesigned /extruded imported non aging siliconised micro wave treated gasketsas per the DOMAL 40 specification. For their fixing to the backup supportstructures depending on the structural conditions, functional and statistical loadrequirements. The system shall provide proper rebate areas for air pressurecompensation and water drainage. Glass infill of desired thickness shall befixed with infill frame with specified glazing clip on the specially treated glazingcomponent attached to the infill frame with reference to the desired infillthickness criteria. Special supporting elements shall be provided for takingcare of the respective infill load.

All components should be sealed for water proofing with silicon weather

sealant from DOW CORNING – DC 789 shall take care of joint movements.a Casement window as per design including 4mm clear glass, all fiitings,

fixtures complete ( inclusive of all taxes, transport etc.) sqm 6088.10 1638.00 9972307.80b Full height partition of as per design 3500mm including 6mm clear float

glass including all fittings and fixtures complete. sqm 4928.90 1551.00 7644723.90c 180o Swing Door (single leaf) as per design including 6mm clear glass

and all fittings and fixtures complete. sqm 8973.50 400.00 3589400.00d 180o Swing Door (double leaf) as per design including 6mm clear glass

and all fittings and fixtures complete. sqm 8672.20 438.00 3798423.60e Extra for providinf 6mm toughen glass inplace of 6mm ordinary clear glass

sqm 350.00 15.00 5250.00

23 civil works

Page 27: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 10.15 Design, supply and install Aluminium composite cladding of Aludecor /Durabuild / Alucobond make. Fabricated to flat, smooth curved to required toshape as per requirement, In metallic colours using prefabricated aluminiumextruded profiles of Alloy 6063 T6 in chromatized finish to with stand thedesign wind pressure as per IS. The fastening brackets of Aluminium / Hot dipgalvanized with SS 304 screws, fasteners and anchor bolts complete withnylon separators to prevent bi – metallic contacts.Stiffner of 50 X 25 tube shallbe attached to the panel at the panel centre with the help of two sidedadhesive tape and sealant. Minimum one stiffner per panel to be provided ifrequired. The 4mm thick ACP consists of 0.5mm outer skin of aluminium withkynar 500 based pvdf paint confirming to AAMA standard + 3mm fireresistance Virgin core material + 0.5mm aluminium skin with service coat. Thepanel grooves shall be designed to receive non staining grade sealant of GEMake Silpruf Black / DOW corning 789 Black and also at the end wall junctionor approved equivalentto prevent ACP panel deflection. The design shall accommodate the building

movements, thermal expansion and seismic movements. The non visiblealuminium surfaces shall have minimum chromatizing treatment. The rate shallincludes all design engineering & shop drawing for approval. The quoted rateincludes all Taxes, duties, safety condideration during execution, scafolding,staging at any height. sqm 3335.00 730.00 2434550.00

Sub Head Total Rs. 357,195.80 Rs. 27,815,702.80

24 civil works

Page 28: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 11.0 SUBHEAD NO. 11 : MISCA 11.01 12.45 Providing and fixing at all height false ceiling including providing and fixing of

frame work made of special sections power pressed from MS sheet and galvanised in accordance with zinc coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 22 mm and 37 mm at 1200 mm centre to centre one flange fixed to the ceiling with dash fastener 12.5 mm dia x 40 mm long with 6 mm dia bolts to the angle hangers of 25 x 25 x 0.55 mm of required length and other end of angle hangerbeing fixed with nut and botls to G.I. channels 45 x 15 x 0.9 mm running at the rate of 1200 mm centre to centre to which the ceiling section 0.5 mm thick button wedge of 80 mm with tapered flanges of 26 mm each having clips of 10.5 mm at 450 mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5 mm thick x 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall / partition with the help of rawl plugs at 450 mm centre to centre with 25 mm long drive all screws @ 230 mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer-in-charge but excluding the cost of painting with

12.45.1 12.5 mm thick tapered edge gypsum board conforming to IS : 2095 Part - Isqm 502.10 210.00 105441.00

A 11.02 Non Schedule

Providing and fixing of acoustic panel wall linning with Techno Acoustic Panel of Chanyaka Technologies (india) Pvt. Ltd. or equivallent over 6mm thick approved ply board ( to be fixed on wall by suitable means) by spraying of approved quality of adhesive or as directed by Engineer in charge fixed on wall , including fixing of polished decorative teak wood beading at edges, cost of all materials, labours tools tackles etc. complete. sqm 6993.30 120.00 839196.00

A 11.03 Non Schedule

Providing and fixing at all height false ceiling of approved design including suspension system ( height of suspension system as per drawing or direction of Engineer in charge) of the manufacturer comprising of main runner, cross tee, hanger, perimeter trim etc as required. Work to be executed as per manufacturer's recommendation and instruction of engineer in charge includingkeeping necessary provisions/cutouts for electrical fittings, AC difusers, Fire detectors etc.as per design. 15mm thick Optra FG of Armstrong / Feinstratos VT-15 of AMF / Cosmos 68/N of OWA Everest, with 15mm wide microlook/simillar suspention system. sqm 1483.40 1075.00 1594655.00

A 11.04 Non Schedule

Providing and fixing at all height false ceiling of approved design including suspension system of the manufacturer comprising of main runner, cross tee, hanger, perimeter trim etc as required. Work to be executed as per manufacturer's recommendation and instruction of engineer in charge includingkeeping necessary provisions/cutouts for electrical fittings, AC difusers, Fire detectors etc.as per design. 15mm thick Pinehole VT-15 of AMF/ Dune of Armstrong / Constellation of OWA Everest, with 15mm wide microlook/simillar suspention system. sqm 1060.70 10153.00 10769287.10

25 civil works

Page 29: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 11.05 Non Schedule

Providing and fixing in position false ceiling and side cladding with single layer of 6mm thick Everest Designer Board with and including propriority frame syspended system including cornices, making openings for grills, AC diffusers, light fittings etc complete. sqm 851.20 100.00 85120.00

A 11.06 Non Schedule

Providing and fixing at all height false ceiling of approved design including suspension system of the manufacturer comprising of main runner, cross tee, hanger, perimeter trim etc as required. Work to be executed as per manufacturer's recommendation and instruction of engineer in charge includingkeeping necessary provisions/cutouts for electrical fittings, AC difusers, Fire detectors etc.as per design. 4mm thick E-grid 2430 of Everest Industries Ltd or equivallent with exposed metal (GI) frame work system. sqm 657.80 533.34 350831.05

A 11.07 Non Schedule

Providing and fixing at all height Luxalon 150 F Aluminium Panel False ceiling of Hunter Doglas India Pvt. Ltd. or equivallent consisting of interlocking plain Aluminium panels 150mm wide x 17mm deep x0.6mm thick. Coil coated on a continuous paint line , Double backed & roll formed from suitable enameled corrosion resistant Aluminium alloy for external use. The supporting and hanging system as per manufacturer's recommendation and instruction of engineer in charge including keeping necessary provisions/cutouts for electrical fittings, AC difusers, Fire detectors etc.as per design.The painting of falsr ceiling system will be with exterior grade polyurethane paintsystem like Luxacoat of Hunter Doglas India Pvt. Ltd. or equivallent consisting of 3 layers of paint over pretreated surface and a transparent polymide coating. sqm 3695.00 50.00 184750.00

A 11.08 Non Schedule

Extra for providing 4mm thick hard coated low E clear glass of

Sunergy / Plannibel of AIS or equivallent quality of Pilkington inplace

of ordinary glass sqm 632.80 1400.00 885920.00A 11.09 Non

ScheduleProviding and fixing of WICSKY 4N brand from WICONA, Germany’s open groove, three barrier semi-unitized structural glazing system ensuring max U-value at all levels through designing and selection of Aluminium 6063-T6 alloy and tempered vertical Mullion and horizontal Transom extruded profiles with

reference to the desired MoI (cm4) anodized or powder coated according to approved color along with necessary corrosion resistance accessories / hardwares / fittings and specially designed /extruded imported non aging siliconised gaskets as per the WICONA specification. For their fixing to the backup support structures depending on the structural conditions, functional and statistical load requirements with reference to IS:875:1987(part III) with adequate anchoring point within the floors and system should support and transfer their own self weight OR other dead loads to the main building structure.

26 civil works

Page 30: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A The system shall provide proper rebate areas for air pressure compensation and water drainage.Glass infill of desired thickness shall be glued with structural sub frame with reputed structural sealant DC 995 grade of DOW CORNING brand on the specially treated glazing component attached to the infill frame with reference to the desired sealant bite criteria. Special supporting elements shall be provided for taking care of the respective infill load and reliving in case of the glass bonding failure. Glass thickness shall be adequate to withstand the aggressive wind load relevant for the location as per IS:875:1987(part III). Glazed infill panels should have approved fire�stop� cum smoke seal at the necessary stages. All components should be sealed for water proofing with silicon weather sealant from DOW CORNING – DC 789 shall take care of joint movements.

The backup support structure shall be loaded on to the civil structure with the help of the hot dipped galvanized MS brackets and SS 304 grade bolts/nuts & Hilti / Fischer or equivalent anchor fasteners. All components should be sealed for water proofing with silicon weather sealant from DOW CORNING – DC 789 shall take care of joint movements.

a Max. glass panel width of 1200mm (excluding glass) sqm 7189.80 600.00 4313880.0011.10 Non

ScheduleSupplying , and fixing Glass 6mm thick Reflective toughened of approved shade of blue or green (AIS/SAINT GOBIAN/PILKGINTON) to above structural glazing sqm 2386.30 600.00 1431780.00

A 11.11 Non Schedule

Providing and fixing vertical blind of 100mm wide in cluding all standard components like Al frame, runner, control unit , N.cord, etc complete with Imported textured fabrics of Classic / Hunter Douglas/ or equivallent of approved colour. sqm 470.40 1400.00 658560.00

A 11.12 Non Schedule

Providing and fixing vertical blind of 100mm wide in cluding all standard components like PU coated Al frame, runner, control unit , N.cord, etc complete with Imported Blackout fabrics of Classic / Hunter Douglas/ or equivallent of approved colour. sqm 643.40 300.00 193020.00

27 civil works

Page 31: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 11.13 Non Schedule

Providing, Fabricating & fixing Spider / Bolted structural glazing façade to to

internal / external faces of the building either straight or segmented curve in

plan consisting of single glazed panels with 12mm thick toughened Clear glass

of Saint gobain / Asahi or approved equivalent securely bonded with Stainless

Steel die-cast Spiders of ozone/ Saicon / Hatim approved make finished in

electro polish with articulated bolts for holding adjoining glass panels in

combination with 19 mm toughened glass fin as support fixed perpendicular to

the Facade plane at the junctions of joints in glazing, duly secured to the SS

end connector joinery which shall be HILTI / Fischer chemically grouted. Glass

panels should be edge polish , pre-drilled holes, cut to shape, all with

adequate structural transparent sealant to ensure absolute water tightness.

Necessary peripheral stainless steel frame members shall be provided and

fixed with suitable angles, brackets, and fastenters. Vertical joins sealed with transparent sealant. the total assembly work should

be carried out as per the manufacturer's detail and approved by the architect

including provision for Entrance Doors as specified in the detailed drawings.

(Doors shall be measured under separate item) sqm 14605.00 125.00 1825625.00A 11.14 Non

ScheduleProviding, Supplying & fixing single / double leaf door made of 12.0mm thick clear toughened glass with machine polised finish fitted S. S. Indian Patch fittings of 020NE / Saicon or equivalent made including suitable S.S. handle etc. complete. sqm 16100.00 10.00 161000.00

A 11.15 Non Schedule

Suuplying and installation Wood panel of required size with 25mm x25mm hard wood framing screwed to wall and surfacing with decorative laminate sheet 1mm thick over 12mm thick flat pressed 3 layer particle board ( medium density) Grade I, fixed on wooden frame including teak wood beading at wall junction. Total work to be done as per direction of Engineer-in Charge. sqm 1083.00 330.00 357390.00

A 11.16 Non Schedule

Design, fabrication, installation and commissioning of PU coated AUTOMATICSLIDING gate 2M X 4.5 M, Drive unit with all accessories, control panel,electric motor, gate control etc. as required complete inclusive of all gears,rails, chains, etc. as required complete to be fixed considering the size andposition of gate columns, inclusive of all structural works required for supportthe gate in its closing as well in sliding condition, minor electrical cabling workfor drawing of current from a maximum distance of 20m complete as perdetailed drawing and specification . each 361279.70 2.00 722559.40

A 11.17 19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame ofrequired shape and approved quality

19.19.3 H D - 20 19.19.3.1 Circular shape 560 mm internal diameter each 1110.30 5.00 5551.50

28 civil works

Page 32: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 11.18 19.16 Providing orange colour safely foot rest of minium 6 mm thick plasticencapsulated as per IS:10910 on 12mm dia steel bar conforming to IS: 1786having minimum cross section as 23 mmX 25 mm and over all minimum length263 mm and width as 165 mm with minimu each 182.40 20.00 3648.00

A 11.19 Non Schedule

Providing supplying & fixing 13.6mm thick clear laminated ( 6mm+ 6mm +1.6mm PVV lamination, glass make ASHAI/ PILKINGTON / SAINT GOBAIN) and toughened edge machine polished glass fixed with SS Ozone / Dorma / Hatim canopy fittings on space frame including joint filled with silicon sealent etc. complete ( Cost of Space frame Extra). ( Prior to start the work, Vendor to get approval from EPIL of detail febrication drawings and design of supporting system based on existing Architectural & Structural drawings ) sqm 12650.00 100.00 1265000.00

A 11.20 Non Schedule

Providing and laying 40mmx25mm (WxD) two-compound polysulphide based sealant compound of a base compound of liquid polysulphide polymer and an accelerator in expansion joints .The joints shall be cleaned thoroughly and be completely free from frost,dirt,dust,oil,grease or any other loose materials .Appropriate primer suitable for porous surface like cement shall be applied on side of the joints .Fibre filler board to be inserted to adjust the joints (The application shall be strictly done as per specification and direction of the manufacturer):Gungrade for horizontal and vertical joints:40mm x25mm(WxD) Rmt 794.00 300.00 238200.00

11.21 Non Schedule

1. Providing & fixing Decorative Ballusters fabricated out of 12mm thk. 100mm wide, 1000mm high MS plate with 12mm thk. base plate as per architectural design, all edges are machine cut and polished with uniform shape, either linear or curve, with number of vertical / inclined punches as per drawing to accommodate SS rails, powder coated / PU coated (exterior grade), fixed with the base / floor by hidden type metal fastner of suitable length including 2mm thk. S.S covering of the base plate, or any other suitable method approved by engineer-in-charge, work will be executed with best quality workmanship. � Each 2133.30 232.00 494925.60

A 11.22 Non Schedule

2. Railing fabricated with 1 no 50.80mm O.D (10G) and 2 nos 38.1mm OD (10G) and 1 no 25.4mm OD (10G) stainless steel seamless tube of grade 304, continuously welded and grinded smooth polished, bend / curved at turning as per design, fixed / welded with the ballusters complete as per instruction of Engineer-in-Charge.

Rmt 4799.00 337.00 1617263.00A 11.23 Non

ScheduleProviding and fixing staircase side railing made out of the following:Decorative Bracket fabricated out of 12mm thk. 100mmwide, 125mm long MS plate with 12mm thk. base plate as per architectural design, all edges are machine cut and polished with uniform shape, either linear or curved shape, with provision of number of vertical / inclined punches as per drawing to accommodate SS rails, powder coated / PU coated (exterior grade), fixed with the brick/RCC wall by hidden type metal fastners of suitable length with 2mm thick S.S covering of the base plate or any other suitable method approved by engineer-in-charge, work will be executed with best quality workmanship.With material & labour .

Each 687.70 180.00 123786.00

29 civil works

Page 33: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 11.24 Non Schedule

4 Railing fabricated with 1 no 50.8mm OD stainless steel tube of grade 304, conti-nuously welded and grinded smooth polished, bend / curved at turning as per design, fixed / welded with the bracket complete as per instruction of engineer-in-charge. With material & labour we will charge @ Rs.1365.00/RMT (Rupees one thousand three hundred sixty five only).

Each 1569.80 332.00 521173.60A 11.25 Non

ScheduleProviding and laying Tufted Loop pile carpet (1800 gm/sqm) of

100%solution dyed, 100% BCF duralux Olefin,yarn weight 26 Oz per

sqYd. with secondary backing with action back,gauge 1/10", pile

height 4mm. ( Heritage / broadloom / Grand Canion make )

including fixing with approved quality adhesive etc. complete as per

direction of Engineer-in - charge sqm 871.20 380.00 331056.00A 11.26 Non

ScheduleProviding and laying of Loop pile carpet (1850 gm/sqm) of 100%

camfin polypropylene yarn with woven Polypropylene primary

backing and secondary backing with action backed,gauge 1/10" (

Heritage / broadloom / Grand Canion make ) including fixing with

approved quality adhesive etc. complete as per direction of Engineer-

in - charge sqm 537.10 320.00 171872.00A 11.27 Non

ScheduleProviding and fixing multiwall 100mm poly carbonate sheeting including all fittings fixture etc. complete. sqm 2340.00 750.00 1755000.00

A 11.28 Non Schedule

Providing and fixing framing work for fixing polycarbonate sheet over atrium space frame kg 408.00 1200.00 489600.00Sub Head Total Rs. 114,640.50 Rs. 31,381,449.75

30 civil works

Page 34: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 12.00 SUBHEAD NO. 11 : ROAD WORKSA 12.01 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12

tonne capacity after excavting earth to an average 22.5 cm depth dressing tocamber and consolidating with road roller including making good theundulations etc. and re-rolling the sub grade and disposal of surplus earth upto50 metres. sqm 33.90 4000.00 135600.00

12.02 16.3 Supplying and stacking at site a 16.3.5 Over burnt (Jhama) brick aggregate 90 mm to 45mm cum 438.85 798.00 350202.30b 16.3.10 Moorum cum 421.85 160.00 67496.00

A 12.02 16.5 Laying water bound macadam sub-base with brick aggregate and bindingmaterial, earth etc. including screening, sorting and spreading to template andconsolidation with light power road - roller etc. complete. (payment for brickaggregate and moorum etc. to be made separately)

16.5.2 Over burnt (Jhama) brick aggregate 90 mm to 45mm cum 136.20 600.00 81720.00A 12.03 16.61 Providing Retro -reflective regulatory sign board of size 900mm diameter

made out of 2 mm thick aluminium sheet, face to be fully covered with highintensity encapsulated lens type retro - reflective sheeting as approved byEngineer-in-charge. Letter, symbols, borders etc. will be as per IRC-67 withthe high intensity grade A. The aluminium sheet to be riveted to M.S. frame ofangle iron of size 40X40X4mm. The boards will be fixed to 1 No. 50X50mmsquare post made of M.S. angle 50X50X4m, 4m long welded to the frame withadequate anti-theft arrangement. Sheet work to be painted with two or morecoats of synthetic enamel paint over an under coat (primer) and back side ofaluminium sheet to be painted with two or more coats of epoxy paint includingappropriate priming coat complete in all respects as per direction of Engineer -in - charge. sqm 4117.10 10.00 41171.00

A 12.04 16.68 Providing and laying 60 mm thick factory made cement concrete interlockingpaver block of M-30 grade made by block m,aking machine with strongvibratory compaction and of approved size and design / shape laid in requiredcolour and pattern over and including 50mm thick compacted bed of coursesand, filling the joints with coarse sand etc. all complete as per the direction ofEngineer-in-charge. sqm 345.45 5062.00 1748667.90

A 12.05 16.69 Providing and laying at or near ground level factory made kerb stone of M25 grade cement in position to the required line, level and curveture jointed with cement mortar 1:3 (1 cement : 3 coarse sand) including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherver required complete etc. as per direction of Engineer in charge ( length of finished kerb edging shall be measured for payment). ( Precast CC kerb stone shall be approved by Enginneer in Charge) cum 4247.70 720.00 3058344.00

A 12.06 16.45 Providing and fixing in position premoulded joint filler in expansion joints per cm depth per cm width

per m length 2.00 25000.00 50000.00

A 12.07 16.46 Providing and laying in position bitumen hot sealing compound for expansion

joints etc. using grade A sealing compound

per cm depth per cm width

per m length 1.10 5000.00 5500.00

31 civil works

Page 35: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./ NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

A 12.08 16.48 Painting road surface marking with adequate no. coats to give uniform finishwith ready mixed road marking paint conforming to IS: 164, on bituminoussurface in white / yellow shade including cleaning the surface of all dirt, scales,oil, grease and foreign material etc. complete

16.48.1 New work (Two or more coats) sqm 58.10 4000.00 232400.00A 12.09 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

40 mm nominal size in pavements, laid to required slope and camber in panels

as required including consolidation finishing and tamping complete cum 3638.55 607.00 2208599.85Sub Head Total Rs. 7,979,701.05 Rs. -

32 civil works

Page 36: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sanitary, Water Supply & drainage works

(Page No. 1 to 14)

Page 37: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SL HEAD DSR NDSR

1 Sanitary Works 1524778.91 2274887.28

2 Water Supply 771301.21 22227.75

3 Drainage 2198636.52 0.00

TOTAL 4494716.64 2297115.03

ABSTRUCT OF COST FOR SANITARY, WATER SUPPLY, DRAINAGE WORKS

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

1 sanitary, WS drainage

Page 38: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

B 1 SUBHEAD NO. 1 : SANITARY INSTALLATIONSB 1.01 Non

ScheduleProviding, fitting & fixing Vitreous China (Star white) floor mountedwater closet (Model No.20024 of Hindware) P / S Type, fischer boltswith CP bolts / nuts and with Vitreous China flushing cistern with lid(Model No.21038 of Hindware) (Water Saver-Dualflush), solid plasticseat and lid with heavy duty CP hinges and rubber buffers and flap,one no 15mm dia CP angle stop cock with wall flange (Model No.27053 of Jaquar of Vignette range), wall flange 15mm dia and 450mm long PVC connection pipe of approved make, CP Flushing pipeetc. The work shall include cutting making of walls and floors etc.Notes:The rates quoted shall include cost of necessary consumableslike brass screws, CP extension nipple of approved make, dia andlength, wooden plugs, white cement, sealants etc., Only drillingmachines shall be used for making the holes in the walls for fixing, nowall jumper and hammer will be allowed.

8985.45 11 98839.95B 1.02 Non

ScheduleProviding, fitting & fixing Vitreous China (Star white) wall mountedwater closet (Model No.20028 of Hindware) P Type, fischer bolts withCP bolts / nuts and with Vitreous China flushing cistern with lid(Model No.21038 of Hindware) (Water Saver-Dualflush), solid plasticseat and lid with heavy duty CP hinges and rubber buffers and flap,one no 15mm dia CP angle stop cock with wall flange (Model No.27053 of Jaquar of Vignette range), wall flange 15mm dia and 450mm long PVC connection pipe of approved make, CP Flushing pipeetc. The work shall include cutting making of walls and floors etc.Notes:The rates quoted shall include cost of necessary consumableslike brass screws, CP extension nipple of approved make, dia andlength, wooden plugs, white cement, sealants etc., Only drillingmachines shall be used for making the holes in the walls for fixing, nowall jumper and hammer will be allowed.

each 10189.80 44 448351.20

B. SANITARY, WATER SUPPLY, DRAINAGE WORKS

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

2 sanitary, WS drainage

Page 39: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

B 1.03 17.5 Providing and fixing white vitreous china flat back half stall urinal ofsize 580X380X350mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass flush pipe, spreaders withunions and clamps (all in C.P. brass) with waste fitting as per IS:2556, C.I. trap with outlet grating and other couplings in C.P. brassincluding painting of fittings and cutting and making good the wallsand floors wherever required:

a 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cisterneach 3720.30 2 7440.60

b 17.5.3 Range of three half stall urinals with 10 litre P.V.C. automatic flushingcistern each 7936.50 13 103174.50

c17.5.4 Range of four half stall urinals with 10 litre P.V.C. automatic flushing

cistern each 9811.40 14 137359.60B 1.04 17.6 Providing and fixing one piece construction white vitreous china

squatting plate with an integrallognitudinalflushing pipe, white P.V.C.automatic flushing cistern, with fittings, standard size G.I. flush pipefor back and front flush with standard spreader pipes with fittings, G.I.clamps and making good the walls and floors etc. wherever equired:

17.6.1 Single squatting plate with 5 litre P.V.C. automatic flushing ciserneach 2392.55 26 62206.30

B 1.05 Non Schedule

Supplying, fitting & fixing Vitreous China (Star white) floor mountedwater closet (Model No.92013 of Hindware Art & Italian Collection)fischer bolts with CP bolts / nuts and with Vitreous China flushingcistern with lid (Model No.92113 of Hindware Art & Italian collection),solid plastic seat and lid withy heavy duty CP hinges and rubberbuffers and flap, one no. 15mm dia CP angle stop cock with wallflange (Model No. 27053 of Jaquar of Vignette range) etc. The workshall include cutting making of walls and floors etc. Notes : Therates quoted shall include cost of necessary consumables like brassscrews, CP extension nipple of approved make, dia and length,wooden plugs, white cement, sealants etc. Only drilling machinesshall be used for making the holes in the walls for fixing, no walljumper and hammer will be allowed.

each 22388.70 12 268664.40

3 sanitary, WS drainage

Page 40: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

B 1.06 Non Schedule

Supplying, fitting & fixing vitreous china (Star white) oval counter topwash basin (Model No. VIENNE (COUNTER TOP) 10038 ofHindware) installed on granite counter and CI brackets, 15mm CPpillar cock (Model No. 031 of Jaquar of Pressmatic range), 15mm15mm dia-450mm long approved PVC connection pipe, one no.15mm dia CP angle stop cock with wall flange (Model No. 27053 ofJaquar of Vignette range), 32 mm dia CP waste couplinig (Model No.709 of Jaquar make), 32mm dia CP brass bottle trap with internalpartition (Model No. 769 of Jquar make). The works shall includecutting and makinig good the walls & floors. The work shall includecutting making of walls and floors etc. Notes : The rates quoted shallinclude cost of necessary consumables like brass screws, CPextension nipple of approved make, dia and length, wooden plugs,white cement, sealants etc. Only drilling machines shall be used formaking the holes in the walls for fixing, no wall jumper and hammerwill be allowed.

each 6702.18 99 663515.82

B 1.07 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink asper IS 13983 with C.I. brackets and stainless steel plug 40 mmincluding painting of fittings and brackets, cutting and making goodthe walls wherever required:

17.10.1 Kitchen sink with drain board17.10.1.1 510X1040 mm bowl depth 250 mm each 6154.35 9 55389.15

B 1.08 17.13 Providing and fixing white viterous china water closet squatting pan(Indian type)

17.13.2 Orissa pattern W.C. pan of size 580X440mm each 1010.85 1 1010.85B 1.09 17.18 Providing and fixing P.V.C low level flushing cistern with manually

controlleddevice (handle lever) conforming to IS: 7231, with all fittingsand fixures complete.

17.18.1 10 litre capacity - White each 709.75 1 709.75B 1.10 17.22 Providing and fixing G.I. inlet connection for flush pipe connecting

with W.C. pan each 73.60 1 73.60B 1.11 Non

ScheduleSupplying, fitting and fixing of approvedmake bevellededged mirror 8mm thick made from float glass, silver red as per I.S. 3438 / 1965together with brass C.P. screws and cover with gun drill and makinggood the walls. Notes: Rate Quoted shall be inclusivie of cost ofcement, sand and other consumables like hacksaw blade etc. Onlydrilling machines shall be used for making the holes in the walls forfixing, no wall jumper and hammer will be allowed.

Sqm 2880.45 114.60 330099.57

4 sanitary, WS drainage

Page 41: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

B 1.12 17.31 Providing and fixing 600X450 mm beveled edge mirror of superiorglass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washerscomplete. each 493.65 2 987.30

B 1.13 Non Schedule

Supplying, fitting and fixing stainless steel toilet paper holder (ModelNo. 1151of Jaguar make) with roller including cutting and setting inwalls with white cement joints and making good the wall. Notes: RateQuated shall be inclusive of cost of cement, sand and otherconsumables like hacksaw blade etc. Only drilling machines shall beused for making the holes in the walls for fixing, no wall jumper andhammer will be allowed. each 738.15 64.00 47241.60

B 1.14 17.35 Providing and fixing soil, waste and vent pipes:a 17.35.1 100 mm dia

17.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 metre 730.40 763.70 557806.48b 17.35.2 75 mm dia

17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 metre 629.85 245.50 154628.18B 1.15 17.37 Providing and fixing M.S. holder-bat clamps of approved design to

Sand cast iron (spun) pipe embedded in and including cementconcrete blocks 10X10X10cm of 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including cost ofcutting holes and making good the walls etc.

a 17.37.1 For 100 mm dia Pipe each 65.35 477 31171.95b 17.37.2 For 75 mm dia Pipe each 63.00 207 13041.00

B 1.16 17.38 Providing and fixing bend of required degree with access door, boltsand nuts complete.

a 17.38.1 100 mm17.38.1.2 Sand cast iron S & S as per IS - 3989 each 291.00 134 38994.00

b 17.38.2 75 mm17.38.2.2 Sand cast iron S & S as per IS - 3989 each 230.90 26 6003.40

B 1.17 17.39 Providing and fixing plain bend of required degreea 17.39.1 100 mm

17.39.1.2 Sand cast iron S & S as per IS - 3989 each 236.40 19 4491.60b 17.39.2 75 mm

17.39.2.2 Sand cast iron S & S as per IS - 3989 each 178.65 5 893.25

B 1.18 17.40 Providing and fixing heel rest sanitary benda 17.40.1 100 mm

17.40.1.2 Sand cast iron S & S as per IS - 3989 each 286.35 10 2863.50b 17.40.2 75 mm

17.40.2.2 Sand cast iron S & S as per IS - 3989 each 249.50 10 2495.00

5 sanitary, WS drainage

Page 42: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

B 1.19 17.41 Providing and fixing double equal junction of required degree withaccess door, insertion rubber washer 3mm thick, bolts and nutscomplete:

a 17.41.1 100X100X100X100 mm17.41.1.2 Sand cast iron S & S as per IS - 3989 each 612.55 18 11025.90

b 17.41.2 75X75X75X75 mm17.41.2.2 Sand cast iron S & S as per IS - 3989 each 487.60 18 8776.80

B 1.20 17.43 Providing and fixing equal plain junction of required degree with door,insertion rubber washer 3 mm thick, bolts and nuts complete.

a 17.43.1 100X100X100 mm17.43.1.2 Sand cast iron S & S as per IS - 3989 each 489.60 42 20563.20

b 17.43.2 75X75X75 mm17.43.2.2 Sand cast iron S & S as per IS - 3989 each 364.45 5 1822.25

B 1.21 17.44 Providing and fixing single equal plain junction of required degreea 17.44.1 100X100X100 mm

17.44.1.2 Sand cast iron S & S as per IS - 3989 each 442.00 29 12818.00b 17.44.2 75X75X75 mm

17.44.2.2 Sand cast iron S & S as per IS - 3989 each 333.10 36 11991.60B 1.22 17.47 Providing and fixing single unequal of junction required degree with

access door, insertion rubber washer 3 mm thick, bolts and nutscomplete.

a 17.47.1 100X100X75 mm17.47.1.2 Sand cast iron S & S as per IS - 3989 each 637.10 59 37588.90

B 1.23 17.56 Providing and fixing terminal guard:a 17.56.1 100 mm

17.56.1.2 Sand cast iron S & S as per IS - 3989 each 194.60 11 2140.60b 17.56.2 75 mm

17.56.2.2 Sand cast iron S & S as per IS - 3989 each 177.45 9 1597.05B 1.24 17.58 Providing lead caulked jonts to sand cast iron/centrifugallycast (spun)

iron pipes and fittings of diameter:

a 17.58.1 100 mm each 126.50 791 100061.50b 17.58.2 75 mm each 107.80 472 50881.60

B 1.25 17.60 Providing and fixing trap of self cleansing design with screwed downor hinged grating with or without vent arm complete, including cost ofcutting and making good the walls and floors:

a 17.60.1 100 mm inlet and 100 mm outlet17.60.1.2 Sand cast iron S & S as per IS - 1729 each 442.10 2 884.20

b 17.60.2 100 mm inlet and 75 mm outlet

6 sanitary, WS drainage

Page 43: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

17.60.2.2 Sand cast iron S & S as per IS - 1729 each 375.90 171 64278.90B 1.26 17.61 Cutting chases in brick masonary walls for following diameter sand

cast iron/ centrifugally cast (spun) iron pipes and makng good thesame with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate 12.5 mm nominal size) including necessaryplaster and pointing in cement mortar 1:4 ( 1 cement : 4 corase sand)

a 17.61.1 100 mm dia metre 152.45 10.00 1524.50b 17.61.2 75 mm dia metre 108.85 10.00 1088.50

B 1.27 17.65 Painting sand cast iron/centrifugally cast (spun) iron soil, waste ventpipes and fittings with paint of any colour such as chocolate, grey, orbuff etc. over a coat of primer (of approved quality) for new work:

a 17.65.1 100 mm diameter pipe metre 17.85 763.70 13632.05b 17.65.2 75 mm diameter pipe metre 13.70 245.50 3363.35

B 1.28 Non Schedule

Supplying, fitting & fixing CP brass liquid soap dispenser fixed onwoodencleats with CP brass screws & washers including driling holein walls with gun drill and making good the walls. Notes: Rate Quotedshall be inclusive of cost of cement, sand and other consumables likehacksaw blade etc. Only drilling machines shall be used for makingthe holes in the walls for fixing, no wall jumper and hammer will beallowed. each 549.45 52 28571.40

B 1.29 Non Schedule

Supplying, fitting & fixing stainless steel toilet paper holder (Model No.1151 of Jaquar make) with roller including cutting and setting in wallswith white cement joints and making good the wall.Notes: Notes: RateQuoted shall be inclusive of cost of cement, sand and otherconsumables like hacksaw blade etc.Only drilling machines shall beused for making the holes in the walls for fixing, no wall jumper andhammer will be allowed. each 738.15 63 46503.45

B 1.30 Non Schedule

Supplying, fitting & fixing CP Towel Ring (Model No. 1121 of Jaquarmake), fixed with brass C.P. screws with gun drill and making goodthe walls. Notes: Rate Quoted shall be inclusive of cost of cement,sand and other consumables like hacksaw blade etc. Only drillingmachines shall be used for making the holes in the walls for fixing, nowall jumper and hammer will be allowed. each 804.75 53 42651.75

7 sanitary, WS drainage

Page 44: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

B 1.31 Non Schedule

Supplying, fitting & fixing vitreous china White division plate forurinals of size 68cm x 30cm (Model No. 61001 of Hindware),complete including cutting cutting & making good the walls & floors.Notes: a) Conditions mentioned in item no.1 shall be applicable. b)Rate quoted shall be inclusive of cost of cement, sand and otherconsumables like hacksaw blade etc. Only drilling machines shall beused for making the holes in the walls for fixing, no wall jumper andhammer will be allowed. each 1519.59 65 98773.35

B 1.32 Non Schedule

Supplying, fitting & fixing CP health faucet (Model No. 505223 ofHindware) consisting of:Cost of CP health faucet with accessoriesJointing Materialcarriage of materialsNotes: Rate Quoted shall be inclusive of cost of cement, sand andother consumables like hacksaw blade etc. Only drilling machinesshall be used for making the holes in the walls for fixing, no walljumper and hammer will be allowed.

each 976.8 67 65445.60B 1.33 Non

ScheduleSupplying, fitting & fixing CP brass twin coat hooks (Model No. 1161of Jaquar make) fixed with CP brass screws, wooden rawl plugs etcof approved make with gun drill and making good the walls. Notes:Rate Quoted shall be inclusive of cost of cement, sand and otherconsumables like hacksaw blade etc. Only drilling machines shall beused for making the holes in the walls for fixing, no wall jumper andhammer will be allowed. each 616.05 12 7392.60

B 1.34 Non Schedule

Supplying, fitting & fixing vitreous china Rec Soap Tray (Star White)(Model No. 40052 of Hindware Italia Collection). The works shallinclude cutting and making good the walls & floors. Notes: Onlydrilling machines shall be used for making the holes in the walls forfixing, no wall jumper and hammer will be allowed. each 462.87 12 5554.44

B 1.35 Non Schedule

Supplying, fitting & fixing 32 mm dia CP brass bottle trap with internalpartition (Model No. 769 of Jaquar make). The work shall includecutting and making good the walls & floors. The work shall includecutting making of walls and floors etc. Notes: The rates quoted shallinclude cost of necessary consumables like brass screws, CPextension nipple of approved make, dia and length, wooden plugs,white cement, sealants etc. Only drilling machines shall be used formaking the holes in the walls for fixing, no wall jumper and hammerwill be allowed. each 1270.95 97 123282.15Sub Head Total Rs. 1,524,778.91 Rs. 2,274,887.28

8 sanitary, WS drainage

Page 45: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

B 2 SUBHEAD NO. 2 : WATER SUUPPLYB 2.1 18.11 Concealedpipe including painting with anti-corrosivebitumastic paint,

cutting chases and making good the wall

a 18.11.1 15 mm dia. Nominal bore metre 144.75 238.05 34457.74b 18.11.2 20 mm dia. Nominal bore metre 170.15 381.70 64946.26

B 2.2 18.12 Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc.

External worka 18.12.1 15 mm dia. Nominal bore metre 94.05 19.50 1833.98b 18.12.2 20 mm dia. Nominal bore metre 116.60 88.65 10336.59c 18.12.3 25 mm dia. Nominal bore metre 156.85 202.60 31777.81d 18.12.4 32 mm dia. Nominal bore metre 193.60 124.02 24010.27e 18.12.5 40 mm dia. Nominal bore metre 219.60 100.04 21968.78f 18.12.6 50 mm dia. Nominal bore metre 280.10 119.60 33499.96g 18.12.7 65 mm dia. Nominal bore metre 356.15 432.35 153981.45h 18.12.8 80 mm dia. Nominal bore metre 458.15 291.00 133321.65

B 2.3 18.13 Making connection of G.I. distribution branch with G.I. main offollowing sizes by providing and fixing tee, including cutting andthreading the pipe etc. complete

a 18.13.1 25 to 40 mm nominal bore each 166.05 43 7140.15b 18.13.2 26 to 40 mm nominal bore each 423.20 7 2962.40

B 2.4 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end):

a 18.17.1 25 mm nominal bore each 285.50 28 7994.00b 18.17.2 32 mm nominal bore each 358.00 11 3938.00c 18.17.3 40 mm nominal bore each 399.00 8 3192.00d 18.17.4 50 mm nominal bore each 578.20 1 578.20e 18.17.5 65mm nominal bore each 831.75 1 831.75f 18.17.6 80 mm nominal bore each 1369.25 1 1369.25

B 2.5 18.19 Providing and fixing gun metal non-return valve of approved quality(screwed end):

a 18.19.3 40 mm nominal bore18.19.3.1 Horizontal each 494.95 2 989.90

b 18.19.6 80 mm nominal bore18.19.6.1 Horizontal each 1812.25 2 3624.50

9 sanitary, WS drainage

Page 46: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

B 2.6 18.38 Painting G.I. pipes and fittings with synthetic enamel white paint overa ready mixed priming coat, both of approved quality for new work:

a 18.38.1 15 mm diameter pipe metre 4.65 19.50 90.68b 18.38.2 20 mm diametre pipe metre 5.45 88.65 483.14c 18.38.3 25 mm diametre pipe metre 7.20 202.60 1458.72d 18.38.4 32 mm diametre pipe metre 8.50 69.60 591.60e 18.38.5 40 mm diametre pipe metre 10.10 100.04 1010.40f 18.38.6 50 mm diametre pipe metre 11.80 69.60 821.28

B 2.7 18.4 Painting G.I. pipes and fittings with two coats of anti corrosivebitumastic paint of approved quality:

a 18.40.1 15 mm diameter pipe metre 2.60 19.50 50.70b 18.40.2 20 mm diametre pipe metre 3.05 88.65 270.38c 18.40.3 25 mm diametre pipe metre 3.90 202.60 790.14d 18.40.4 32 mm diametre pipe metre 4.55 69.60 316.68e 18.40.5 40 mm diametre pipe metre 5.20 100.04 520.21f 18.40.6 50 mm diametre pipe metre 6.10 69.60 424.56g 18.40.7 65 mm diametre pipe metre 7.50 182.35 1367.63h 18.40.8 80 mm diametre pipe metre 8.65 91.00 787.15

B 2.8 18.48 Providing and placing on terrace (at all floor levels) polythene waterstorage tank ISI:12701marked with cover and suitable lockingarrangementand making necessary hole for inlet, outlet and overflowpipe but without fittings and the support for tank per

litre 5.25 40500 212625.00B 2.9 Non

ScheduleSupplying, fitting & fixing 15mm dia CP sink cock with swingingcasted spout (wall mounted model) (Model No. 5309 of Jaquar make)for pantry sink with CP wall flange etc. Notes: Rate Quoted shall beinclusive of cost of cement, sand and other consumables likehacksaw blade etc. Only drilling machines shall be used for makingthe holes in the walls for fixing, no wall jumper and hammer will beallowed. each 2469.75 9 22227.75

B 2.10 18.51 Providingand fixing C.P. brass long body bib cock of approvedqualityconforming to IS standards and weighing not less than 690 gms

18.51.1 15 mm nominal bore each 253.95 4 1015.80B 2.11 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard

design and of approved make conforming to IS : 8931

18.52.1 15 mm nominal bore each 262.55 1 262.55

10 sanitary, WS drainage

Page 47: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

B 2.12 18.53 Providingand fixing C.P. brass angle valvefor basin mixer and geyserpoints of approved quality conforming to IS: 8931 a) 15 mm nominalbore

18.53.1 15 mm nominal bore each 347.65 3 1042.95B 2.13 18.76 Cutting holes up to 30X30 cm in wallls including making good thee

same:

B 2.14 18.15 Providing and fixing brass bib cock of approved quality18.15.1 15 mm nominal bore each 191.70 2 383.40

B 2.15 18.16 Providing and fixing brass stop cock of approved quality18.16.2 20 mm nominal bore each 235.20 18 4233.60

Sub Head Total Rs. 771,301.21 Rs. 22,227.75

11 sanitary, WS drainage

Page 48: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

B 3.00 SUBHEAD NO. 3 : DRAINAGEB 3.1 19.1 Providing, laying and jointing glazed stoneware pipes grade 'A' with

stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1fine sand) including testing of joints etc. complete

a 19.1.1 100 mm diameter meter 105.90 644.92 68297.03b 19.1.2 150 mm diameter meter 151.65 191.10 28980.32c 19.1.4 230 mm diameter meter 269.90 53.90 14547.61

B 3.2 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) all roundS.W. pipes including bed concrete as per standard design:

a 19.2.1 100 mm diameter meter 331.20 644.92 213597.50b 19.2.2 150 mm diameter meter 405.05 191.10 77405.06c 19.2.4 230 mm diameter meter 516.90 53.90 27860.91

B 3.3 19.4 Providing and fixing square-mouth S.W gully trap grade 'A' completewith C.I. grating brick masonary chamber with water tight C.I. coverwith frame of 300X300 mm size (inside) the weight of cover to be notless than 4.50 kg and frame to be not less than 2.70 kg as perstandard design:

19.4.3 180 X 150 mm size P type19.4.3.1 With F.P.S. Bricks class designation 75 each 1036.75 32 33176.00

B 3.4 19.6 Providing and laying non - Pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in theproportionof 1:2 (1 cement:2 fine sand) including testing of joints etc.complete:

a 19.6.2 150 mm dia R.C.C. pipe metre 202.85 30.00 6085.50b 19.6.3 250 mm dia R.C.C. pipe metre 258.20 291.60 75291.12c 19.6.4 300 mm dia R.C.C. pipe metre 338.75 200.80 68021.00d 19.6.5 450 mm dia R.C.C. pipe metre 499.55 341.40 170546.37e 19.6.6 500 mm dia R.C.C. pipe metre 584.85 219.00 128082.15

12 sanitary, WS drainage

Page 49: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

B 3.5 19.7 Constructing brick masonary manhole in cement mortar masonrymanholein cement mortar 1:4 (1 cement : 4 coarse sand) R.C.C. slabwith 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand : 8 graded stone aggregate 40mm nominal size) insideplastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarsesand) finished with floating coat of neat cement and making channelsin cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size) finished with a floating coat of neatcement complete as per standard design:

a 19.7.1 Inside size 90X80 cm and 45 cm deep including C.I. cover with frame(light duty) 455 X 610 mm internal dimensions total weight of coverand frame to be not less than 38 kg (weight of cover 23 kg and weightof frame 15 kg)

19.7.1.1 With F.P.S. bricks with class designation 75 each 5383.70 12 64604.40b 19.7.2 Inside size 120X90 cm and 90 cm deep including C.I. cover with

frame (medium duty) 500 mm internal diameter total weight of coverand frame to be not less than 116 kg (weight of cover 58 kg andweight of frame 58 kg)

19.7.2.1 With F.P.S. bricks with class designation 75 each 11882.20 31 368348.20c 19.7.3 Inside size 120X90 cm and 90 cm deep including C.I. cover with

frame (medium duty) 560 mm internal diameter total weight of coverand frame to be not less than 208 kg (weight of cover 108 kg andweight of frame 100 kg)

19.7.3.1 With F.P.S. bricks with class designation 75 each 15673.85 38 595606.30B 3.6 19.8 Extra for depth for manholes

a 19.8.1 Size 90 X 80 cm19.8.1.1 With F.P.S. bricks with class designation 75 metre 2654.00 6.00 15924.00

b 19.8.2 Size 120 X 90 cm19.8.2.1 With F.P.S. bricks with class designation 75 metre 3179.95 20.00 63599.00

B 3.7 19.15 Providing M.S. foot rests including fixing in manholes with 20X20X10cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate20 mm nominal size) as per standard design.

19.15.1 With 20x20mm square bar each 149.85 200 29970.00

13 sanitary, WS drainage

Page 50: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO./NS

Description of Items Unit Rate(DSR'2007)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

B 3.8 19.21 Making connection of drain of sewr line with existing manholeincluding breaking into and making good the walls, floors with cementconcrete 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stoneaggregate 20 mm nominal size) cement plastered on both sides withcement mortar 1:3 (1 cement : 3 coarse sand) finished with a floatingcoat of neat cement and making necessary channels for the drain etc.complete:

19.21.3 For pipes 350 to 450 mm diametr each 302.95 1 302.95B 3.9 19.27 Constructing brick masonary road gully chamber 50X45X60 cm with

bricks of class designation 75 in cement mortar 1:4 (1 cement : 4coarse sand) including 500X450 mm pre-cast R.C.C. horizontalgrating with frame complete as per standard design:

19.27.1 With F.P.S. bricks each 2248.35 66 148391.10Sub Head Total Rs. 2,198,636.52 Rs. -

14 sanitary, WS drainage

Page 51: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Tube well Pump works

(Page No. 1 to 3)

Page 52: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO. / NS

Description of Items Unit Rate(DSR)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

C 1 Non Schedule

Installation of deep tube well of yeild mimum 20000lit/hr including the following: 1. labour for boring through any type of soil for sinking tubewell to the required dia. with top enlargement by water jet process including hire charge 4.Collecting sample of water for bacteriological and chemical tests for any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments paying all charges and fees test etc. complete in5.Supplying, lowering and installation the submersible pump set of required capacity to deliver water at furthest point KSB/Kalama make and delivery out let fitted on spring loaded non return valve directly coupled with submersible motor, suitable for ope

No. Rs. 297,850.00 1.00 Rs. 297,850.00

C. TUBE WELL, PUMP , STP

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

1 Tube well pump

Page 53: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO. / NS

Description of Items Unit Rate(DSR)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

C 2 Non Schedule

Supplying, delivery, installation and commissioning of suitable self priming centrifugal pump set of BE/ kirloskar make capable of delivering of clean water as mentioned below mounted on a common CI base plate and directly coupled with electric motor ( Crompton /Kirloskar/Siemens) auto push button starter (L &T, Siemens) suitable for operation including necessary gate & non-return valve, voltmeter, ammeter, pressure gauges etc with single phase preventor, main switch with M.C.B mounted on a control panel with 2mm thk sheet metal enclosure with all provision for inoming cables, wire jointingsetc. all complete : Power Supply- 440 V, A.C. 3 Phase, 50 Cycles; Source of water- UGR;

a.. Total Head: 35 meter, Capacity: not less than 25 CuM per Hr.

No. Rs. 50,000.00 2.00 Rs. 100,000.00

C 3 Non Schedule

Providing, installation, testing commissioning Sewage treatment plant of capacity 45KLD with FAB reactor system ( make Thermax or equivallent), consists of following parts :1Bar screen chamber & oil grease trap.- to trap any extraneous / floating matter

2. Receiving Sump of adequate size - to dampen variation of flow and to keep the sewage in mixed condition by coarse air bubblr diffusion.3.Feed pump of adequate size4. Fluidized Aerobic Bed Reactors (FAB) - treatment of sewage by aerobic microbial activities.5 Tube settler Tank - to separate excess bio- solids formed in biological process.6. Chlorination tank - for disinfection

2 Tube well pump

Page 54: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. NoDSR

CODE NO. / NS

Description of Items Unit Rate(DSR)

Rate(Non-DSR) QTY Amount

(DSR)Amount

(Non-DSR)

7. Sludge drying bed - for drying and dewatering of treated sludge fron FAB to make sludge cake.The treated sewage charecteristics should conform the acceptable limits as per Indian standard. The scope also includes design of plant supply of P&I diagram, sewage treatment plant layout, General arrangement drawings for civil units with requisite load

No. Rs. 3,316,059.50 1.00 Rs. 3,316,059.50

4 Non Schedule

Providing, installation, testing, commissioning ironremoval plant of treatment capacity not less than 20000lit /hr consists of iron removal filter with standard media in suitable PU coated MS Vessel, air compressor , MnO2 chamber etc. complete with all required pipe lines fittings etc.

No. Rs. 477,250.00 1.00 Rs. 477,250.00

Sub Head Total Rs. 4,191,159.50

3 Tube well pump

Page 55: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

INTERNAL

ELECTRICAL WORKS

(Page No. 1 to 14)

Page 56: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

D 1 non-schedule LT Panel for ESIC/ESI MB BlockIncoming :1 Nos.415 V 200 A 4pole MCCB(50KA)with thermalrelease 1 No. 0 - 500 V, 96 mm square Voltmeter with Voltmeterselector switch (4 positions - 3 way and off) & 3nos.protective fuse and 1 sets of 3 Nos. Phase Indicatinglamp, 230 V with 3nos fuse for each setPVC SLEEVED TPN ELECTROLYTIC GRADE

ALUMINIUM BUS BAR :200A Al Bus Bar in of suitable size Outgoing :7 no. 63A 4pole 10KA MCB4 no. 40A 4pole 10KA MCBGI EARTH BUS BAR25 mm x 6 mm covering the total length of panel. set 2 93,837.00 187,674.00

D 2 non-schedule LT Panel forToilet BlockIncoming :1 Nos.415 V 125 A 4pole MCCB(25KA)with thermalrelease 1 No. 0 - 500 V, 96 mm square Voltmeter with Voltmeterselector switch (4 positions - 3 way and off) & 3nos.protective fuse and 1 sets of 3 Nos. Phase Indicatinglamp, 230 V with 3nos fuse for each setPVC SLEEVED TPN ELECTROLYTIC GRADE

ALUMINIUM BUS BAR :150A Al Bus Bar in of suitable size Outgoing :8 no. 40A 4pole 10KA MCBGI EARTH BUS BAR25 mm x 6 mm covering the total length of panel. set 1 62,164.00 62,164.00

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

HEAD: INTERNAL ELECTRICAL WORKSD

Sl. NoRate Amount

1 int. elec.

Page 57: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

D 3 non-schedule LT Panel for Auditorium BlockIncoming :1 Nos.415 V 160 A 4pole MCCB(25KA)with thermalrelease 1 No. 0 - 500 V, 96 mm square Voltmeter with Voltmeterselector switch (4 positions - 3 way and off) & 3nos.protective fuse and 1 sets of 3 Nos. Phase Indicatinglamp, 230 V with 3nos fuse for each setPVC SLEEVED TPN ELECTROLYTIC GRADEALUMINIUM BUS BAR :200A Al Bus Bar in of suitable size Outgoing :6 no. 63A 4pole 10KA MCB2 no. 40A 4pole 10KA MCBGI EARTH BUS BAR25 mm x 6 mm covering the total length of panel. set 1 68,861.00 68,861.00

D 4 non-schedule LT Panel for LiftIncoming :1 Nos.415 V 63A 4pole MCB(10KA) 1 No. 0 - 500 V, 96 mm square Voltmeter with Voltmeterselector switch (4 positions - 3 way and off) & 3nos.protective fuse and 1 sets of 3 Nos. Phase Indicatinglamp, 230 V with 3nos fuse for each setPVC SLEEVED TPN ELECTROLYTIC GRADEALUMINIUM BUS BAR :100A Al Bus Bar in of suitable size Outgoing :3 no. 32A 4pole 10KA MCBGI EARTH BUS BAR25 mm x 6 mm covering the total length of panel. set 5 17,924.00 89,620.00SUPPLY AND FIXING OF TPN MCB DB

2 int. elec.

Page 58: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

D 5 2.33 TPMCBDB

Supplying and fixing of following way TPN sheet steelMCB distribution board, 415V on surface/ recessed,complete with tinned copper Bus bar, neutral link, earthbar, din bar, detachable grand plate, interconnections,phosphatized powder painted including earthing etc. asrequired.(but without MCB/ RCCB/ Isolator)

D 5a 2.33.4 4 way (4+12, Double door horizontal type) each 15 1,311.00 19,665.00

D 5b 2.33.5 6 way (4+18, Double door horizontal type) each 3 1,634.00 4,902.00

D 5c 2.33.6 8 way (4+24, Double door horizontal type) each 6 1,803.00 10,818.00

D 6 Supplying installation testing and commissioning ofsurface/ recessed mounting vertical type 415V TPNMCB Distribution board of of sheet steel, dust protectedduly phasphatized and powder painted inclusive of 200ATinned copper bus bar, common neutral link, earth bar, dinbar for mounting MCBs, detachable grand plate, Konck ouplate and with 100A 10KA MCCB as incomerinterconnection between incommer MCCB and Bus barsof following ways:(but without MCB/ RCCB/ Isolator)

D 6a 2.35.1 4 way with 100A MCCB as incomer each 2 2,992.00 5,984.00D 6b 2.35.2 8 way with 100A MCCB as incomer each 12 3,553.00 42,636.00

SUPPLY AND FIXING OF SPN CONSUMER UNIT

D 7 2.32 SPMCBDBCO

Supplying and fixing of following way SPN sheet steelMCB distribution board consumer unit, 240V on surface/recessed, complete with tinned copper Bus bar, neutrallink, earth bar, din bar, hinged front acrylic cover for theMCB knobs, detachable grand plate, interconnections,phosphatized and powder painted including painting,earthing etc. as required.(but without MCB, RCCB,Isolator).

D 7a 2.32.1 2+4 way each 4 559.00 2,236.00

3 int. elec.

Page 59: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

D 7b 2.32.2 2+8 way each 4 654.00 2,616.00SUPPLY AND FIXING OF 5A to 32A L series MCB:

D 8 2.52 MCBC Supplying and fixing 5amps to 32 amps rating 240V, 'C'

series, MCB suitable for inductive load of following poles

in the existing MCB DB completewith connections, testing

and commissioning etc. as required. (Category B)

D 8a 2.52.1 Single Pole each 580 94.00 54,520.00D 8b 2.52.2 Single pole & neutral each 10 243.00 2,430.00D 8c 2.52.3 Triple pole each 2 386.00 772.00D 8d 2.52.4 Triple pole and neutral each 1 502.00 502.00

D 9 Non-schedule

Supplying and fixing following rating 240V, 'C' series, MCB

suitable for inductive load of following poles in the existing

MCB DB complete with connections, testing and

commissioning etc. as required. (Category B)

D 9a non-schedule Single pole & neutral: 40A each 1 914 914D 9b non-schedule Triple pole :40A each 25 1385 34625D 9c non-schedule Triple pole and neutral: 40A each 29 1771 51359D 9d non-schedule Triple pole :63A each 1 1385 1385D 9e non-schedule Triple pole and neutral: 63A each 18 1771 31878

D 10 SPMCBDB 2.31.1

Supplying and fixing following way, single pole and neutral,sheet steel, MCB Distribution board, 240V, on surface/recessed, complete with tinned copper bus bar, neutralbus bar, earth bar, din bar, detachable glang plate,interconnection, phosphetised and powder paintedincluding earthing etc. as required. (but withoutMCB/RCCB/Isolators)4 way single door each 4 301.00 1,204.00

4 int. elec.

Page 60: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

DISTRIBUTION CABLE :SUPPLYING OF CABLE :

D 11 non-schedule Supplying, Laying of 1.1 KV grade XLPE insulated and PVC sheathed armoured aluminium conductor cable of following size conforming of IS:1554 (Part-I) in treanch inclu. Cutting and filling/ in duct/ on surface with saddling/ in concealed manner etc :

D 11a non-schedule 3.5 core 300 sq.mm. Cable. m 870 2,380.00 2,070,600.00D 11b non-schedule 3.5 core 240 sq.mm. XLPE Cable. m 160 1,978.00 316,480.00D 11c non-schedule 3.5 core 185 sq.mm. PVCA Al. Cable. m 230 1,587.00 365,010.00D 11d non-schedule 3.5 core 95 sq.mm. PVCA Al. Cable. m 100 901.00 90,100.00D 11e non-schedule 3.5 core 50 sq.mm. PVCA Al. Cable. m 200 595.00 119,000.00D 11f non-schedule 4 core 25 sq.mm. PVCA Al. Cable. m 300 398.00 119,400.00D 11g non-schedule 4 core 16 sq.mm. PVCA Al. Cable. m 50 324.00 16,200.00D 11h non-schedule 4 core 10 sq.mm. PVCA Al. Cable. m 1100 267.00 293,700.00D 11j non-schedule 2 core 10 sq.mm. PVCA Al. Cable. m 25 230.00 5,750.00D 11k non-schedule 2 core 6 sq.mm. PVCA Al. Cable. m 250 218.00 54,500.00

D 12 4.1 MVET S/M LV/MV CABLE END TERMINATION:Supplying and making end termination with brass

compression grand and aluminium lugs for following sizes

of PVC insulated and PVC sheathed / XLPE aluminium

conductor cable of 1.1KV grade as required.D 12a 4.1.30 3.5 x 300 sqmm each 12 508.00 6,096.00D 12b 4.1.29 3.5 x 240 sq.mm. each 2 381.00 762.00D 12c 4.1.27 3.5 x 185 sq.mm. each 4 319.00 1,276.00D 12d 4.1.24 3.5 x 95 sq.mm. each 2 197.00 394.00D 12e 4.1.22 3.5 x 50 sq.mm. each 2 146.00 292.00D 12f 4.1.34 4 x 25 sq.mm. each 16 137.00 2,192.00D 12g 4.1.33 4 x 16 sq.mm. each 4 196.00 784.00D 12h 4.1.32 4 x 10 sq.mm. each 80 104.00 8,320.00D 12j 4.1.2 2 x 10 sq.mm. each 2 76.00 152.00D 12k 4.1.1 2 x 6 sq.mm. each 8 69.00 552.00

D 13 non-schedule Supply and laying of following sizes PVC sheathed & insulated Cu flexible cable on surface/ recessed in stage area complete as required.

5 int. elec.

Page 61: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

D 13a non-schedule 3 core 2.5 sq.mm m 600 182.00 109,200.00D 13b non-schedule 4 core 2.5 sqmm m 4100 221.00 906,100.00

D 14 1.14 WGPVC SB

Circuit/ Sub main wiring in PVC conduite

Wiring for circuit / submain wiring along with earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduite as required.

D 14a 1.14.11 4x10 sqmm +2x10 sqmm earth wire. m 200 294.00 58,800.00D 14b 1.14.10 4x6 sqmm +2x6 sqmm earth wire m 150 207.00 31,050.00D 14c 1.14.9 4x4 sqmm +2x4 sqmm earth wire m 150 148.00 22,200.00

D 15 6A UPS plug point wiring in workstations :Wiring for 6A UPS power point from UPS DB to 6A sockets outlets thru Regid PVC conduite:Wiring for circuit / submain wiring along with earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduite as required.

1.14.2 2 nos. 2.5 sq.mm + 1 x 2.5 sqmm earth wire m 6000 81.00 486,000.00SUB MAIN WIRING :

D 16 1.12 WGPVCPP2

Power plug wiring in PVC conduite (2 x 4 sqmm)

Wiring for light/ power plug with 2 x4 sqmm FRPVCinsulated copper conductor single core cable in surface/recessed PVC conduite along with 1 no 4 sqmm FRPVCinsulated copper conductor single core cable for loopearthing as required. meter 3425 97.00 332,225.00

CIRCUIT WIRINGD 17 Circuit wiring from DB to switch board and ramp lighting

with 11001.14 WGPVC SB

Circuit/ Sub main wiring in PVC conduite

6 int. elec.

Page 62: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

Wiring for circuit / submain wiring along with earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduite as required.

1.14.1 2 nos. 1.5 sq.mm + 1 x 1.5 sqmm earth wire Metre 5260 71.00 373,460.00

D 18 6 A LIGHT PLUG POINT WIRING1.14 WGPVC SB

Circuit/ Sub main wiring in PVC conduite

Wiring for circuit / submain wiring along with earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduite as required.

1.14.1 2 nos. 1.5 sq.mm + 1 x 1.5 sqmm earth wire Metre 11500 71.00 816,500.00

POINT WIRING FOR LIGHT, FAN, ETC. :D 19 1.10

WGPVCMODPoint wiring in PVC conduite, with modular type switch

Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sqmm FRPVC insulated copper conductorsingle core cable in surface/ recessed PVC conduite withmodular switch, modular plate, suitable GI box andearthing the point with 1.5 sqmm FRPVC insulated copperconductor single core cable as required.

1.10.3 Group C point 2102 426.00 895,452.00(Note: for Group control light point 3/4/5 points etc 16Aswitch to be installed )SUPPLY & FIXING OF 16/10 A SOCKET OUTLET& SWITCH :

D 20 1.32 PPACCMOD

Supply and fixing suitable size GI box with modular plateand cover infront on surface or in recess includingproviding and fixing 6 pin 15/16 and 5/6 Amp modularsocket outlet and 15/16A modular switch, connection,painting etc as required. each 170 214.00 36,380.00

7 int. elec.

Page 63: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

SUPPLY & FIXING OF 10 A SOCKET OUTLET &SWITCH :

D 21 1.31 LPACCMOD

Supply and fixing suitable size GI box with modular plateand cover infront on surface or in recess includingproviding and fixing 3 pin 5/6 Amp modular socket outletand 5/6A modular switch, connection, painting etc asrequired. No. 1815 160.00 290,400.00S/F 30A TPN MCB industrial socket outlet

D 22 2.64 MCBTPSOC30

Supply and fixing 30A 240V TPN industrial type socketoutlet with 4 pole and earth metal enclosed plug top alongwith 30A C series TPMCB in sheet steel enclosure onsurface or in recessed with chained metal cover for thesocket outlet and complete with connections testing andcommissioning as required. No. 5 1,294.00 6,470.00

D 23 non-schedule Supply, installation, testing and commision of BuschWatchdog Professional 280 presence sensor of ABBmake, along with all accessories etc. complete. each 43 9,594.00 412,542.00

D 24 non-schedule Supplying & Installation of ceiling recessed mounteddownlighter, simillar to Cat no. MBS 050/70 of Philips orequivalent,suitable for and including 1 no. 70W MHN-TD-70W lamp (metal halide), complete with control gearincluding connection as required. nos 18 3,472.00 62,496.00

D 25 non-schedule Supplying & Installation of ceiling surface mounteddownlighter, simillar to Cat no. COSF 170 of Thorn makeor equivalent,suitable for and including 1 no. 70W MH DElamp (metal halide), complete with control gear includingconnection as required. nos 9 4,853.00 43,677.00

D 26 non-schedule Supplying & Installation of recessed ceiling mounted PLfitting with P-5 type louver complete with ballast andincluding 2 nos. 36W CFL lamp simillar to CTPR 236 R595 P 5 (E) of Thorn or equivalent. nos 761 4,342.00 3,304,262.00

D 27 non-schedule Supplying & Installation of recessed ceiling mounted PLfitting with P-5 type louver complete with ballast andincluding 3 nos. 36W CFL lamp simillar to CTPR 336 R595 P 5 (E) of Thorn or equivalent. nos 16 5,235.00 83,760.00

8 int. elec.

Page 64: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

D 28 non-schedule Supplying & Installation of recessed ceiling mounted PLfitting with P-5 type louver complete with ballast andincluding 2 nos. 18W CFL lamp simillar to CTPR 218 R300 of Thorn or equivalent. nos 33 2,098.00 69,234.00

D 29 non-schedule Supplying & Installation of recessed ceiling mountedfitting with P-5 type louver of direct and indirect lightingsystem including 2 nos. 36W CFL lamp complete withballast, simillar to CSFR 236 R 595 P 5 (E) of Thorn orequivalent. nos 16 3,778.00 60,448.00

D 30 non-schedule Supplying & Installation of TL fitting including 1 no. T-528W lamp, complete with Electronic ballast simillar toFTBS 128E of Thone or equivalent. nos 299 1,277.00 381,823.00

D 31 non-schedule Supplying & Installation of TL fitting including 2 no. T-528W lamp, complete with Electronic ballast simillar toFTBS 228E of Thone or equivalent. nos 156 1,718.00 268,008.00

D 32 non-schedule Supplying & Installation of recessed type downlighterincluding 2 x 18W PL fitting complete with ballast simillarto CCHD 218 SB E of Thone or equivalent. nos 281 1,681.00 472,361.00

D 33 non-schedule Supplying & Installation of recessed type downlighterincluding 1 x 18W PL fitting complete with ballast simillarto CCHD 118 SB E of Thone or equivalent. nos 84 1,329.00 111,636.00

D 34 non-schedule Supplying & Installation of hanging/ suspended type fitting

including 3 x T-5 28W lamp complete with ballast etc.

simillar to FLEP 328 FG (E) of Thone or equivalent. nos 3 6,368.00 19,104.00D 35 non-schedule Supplying & Installation of wall mounting functional up

and down light fitting including 2 x 36W CFL lampcompletewith ballast simillar to CATW 236 (E) of Thorn orequivalent. nos 20 3,197.00 63,940.00

D 36 non-schedule Supplying & Installation of recessed ceiling mounted FLand including 4 x 14W T-5 lamp complete with ballast etc.simillar to FCIR 414 R 595 Cat2 MB (E) of Thorn orequivalent. nos 20 5,263.00 105,260.00

D 37 non-schedule Supplying & Installation of recessed adjustable typedownlighter including 1 x 12V, 50W Halogen lampcomplete with electronic transformer simillar to DN652(white) of Philips or equivalent. nos 193 971.00 187,403.00

9 int. elec.

Page 65: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

D 38 non-schedule Supplying & Installation of Highway luminair open version

with anodised aluminium narrow beam reflector with

integratedballast including 1 x 400W SON lamp simillar to

HPK225 /SON 400 NB of Philips or equivalent. nos 4 7,694.00 30,776.00D 39 non-schedule Supplying & Installation of Foot light luminair with SS

housing complete with 1 x 18W CFL lamp simillar to CVIR118 LPF SS1 of Thorn or equivalent. nos 43 2,286.00 98,298.00

D 40 non-schedule Supplying & Installation of emergency lighting unit withflush mounting frame completewith 8W PL lamp with 1 hr.battery backup simillar to cat no. 617 31/617 87 G5 NM ofLegrand or equivalent. nos 38 6,338.00 240,844.00

D 41 non-schedule Supplying & Installation of emergency exist lighting unitwith wall mounted aluminium arm bracket and suitablesign level, complete with 8W PL lamp with 1 hr. batterybackup simillar to cat no. 61731 G5 NM of Legrand orequivalent. nos 28 7,070.00 197,960.00

D 42 non-schedule Supplying & Installation foot lighting fitting for auditoriumincluding LED 4.6mm, suitable for 220V AC, 6" LED barfor step light including Box, covering, Al clamp as and ifrequired. nos 60 572.00 34,320.00

D 43 non-schedule Supplying & Installation Bulkhead fitting including 60Wlamp including connection etc. complete. nos 53 157.00 8,321.00

D 44 non-schedule Supplying & Installation 48" sweep AC ceiling fan ofapprovedmake completewith blade down rod and modulertype regulator(2 module) including connection etc.complete. nos 43 1,635.00 70,305.00

D 45 non-schedule Supplying & Installation 12" sweep AC exhaust fan ofapproved make complete with metalic louver includingcutting wall and making good the damages, connectionetc. complete. nos 105 2,924.00 307,020.00

D 46 non-schedule Supplying & Installation 12" revolving head wall mountedAC fan with built-in regulator complete includingconnection etc. nos 10 1,693.00 16,930.00

10 int. elec.

Page 66: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

D 47 non-schedule Supply and installation of decorative stright light doublearm bracket pole including 2 nos. 20W CFL Lamp withdomes Cat no. MC-ID-4323 EXENDRA PLAZA- 2Olympia pole 3600mm high with builtin MS control boxsimillar to Metal Coat or equivalent including concretefoundation complete. nos 70 16,819.00 1,177,330.00

D 48 non-schedule Supply and installation of decorative bollard light fitting

including 1 nos. 18W CFL Lamp (Cat no. K-LITE ID-5774

1 x 18W CFL PRINCE ORNA integral transluscent) of

KLITE or equivalent including concrete base complete. nos 20 7,820.00 156,400.00D 49 non-schedule Supplying & Installation of Street light fitting with heat

resistant toughen glass cover including 1 x 70W (E) SONand CAT No. SRP 308/ 70(E) of Philips or equivalent,including about 1.5 long 40mm dia Bend GI pipe withnecessary clamp etc complete. nos 8 4,574.00 36,592.00

D 50 non-schedule Supplying & Installation of Intregral Flood light fittings withpressure die cast Al housing (IP 65) including 1 no.250W/ 400W HPI-T lamp on masonry pedestral completefor facia lighting as per cat no. MWF 330-SK/250(sym/asym) and cat no. MWF 330-SK/400 (sym/asym)ofPhilips or equivalant.

D 50a non-schedule a, 250W flood Light no. 4 10,527.00 42,108.00D 50b non-schedule b. 400W flood Light no. 4 11,244.00 44,976.00

LIGHTING ARRESTER SYSTEM Lightning Protection Airterminal

D 51 non-schedule Supply of ABB - OPR 30 Early Streamer Emission (ESE) Lightning protection Airterminal - should be complies with NFC - 17-102 standards. The Airterminal should be capable to collect the ambient electric field and to should emit the upward streamer with the defined Gain in time. each 2.00 92000 184,000.00Mounting Mast (Pole)

D 52 non-schedule Supply of Al/SS/GI pipe fabrication support structure providing with suitable base plate, should have provision for Guy wire clamping system, termination arrangement fothe Down-Conductor each 2.00 6900 13,800.00

11 int. elec.

Page 67: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

Lightning Flash CounterD 53 non-schedule Supply of ABB Lightning Flash counter working electro

mechanically without any power supply. Equipment should

count lightning strokes of 0.4KA to 150 KA. each 2.00 25875 51,750.00Down Conductor & Accessories

D 54 non-schedule Supply and Installatoin of 70 Sq.mm copper cable down conductor with suitable mounting accessorries. The mounting clamps should be conductive material. each 100.00 518 51,800.00Maintenance-free earthing System

D 55 non-schedule Supply of maintenance free Earth enhancing Chemical compound type TEREC earthing with copper bonded steel rod with minimum 1.8 mts long and suitable termination clmaps. each 4.00 14375 57,500.00Installation, Testing and commissioning

D 56 non-schedule Installation, Testing and commissioning of the ABB - OPR Early Streamer Emission Lightning protection Airterminal, Mounting support, Down-conductor and Maintenance-free earthing system. The Installation should be strictly followeas per the Manufacturer's Instructions. each 2.00 23000 46,000.00

D 57 3.18 EARGISTSU

R

Providing and fixing 25 x5 mm GI strip on surface or in

vecesses for connection etc as required. meter 400.00 66.00 26,400.00D 58 4.6

LCCUTSURVProviding and fixing Copper tape 20mm x3mm thick onsurface/ recesses complete as required. meter 275.00 175.00 48,125.00

D 59 3.2 EARCUWRS

UR

Providing and fixing 4mm dia copper wire on surface or in

recess for loop earthing as required. meter 600.00 49.00 29,400.00D 60 3.19

EARGIWRSUR

Providing and fixing 6 swg dia GI wire on surface or in

recess for loop earthing as required. meter 500.00 24.00 12,000.00

12 int. elec.

Page 68: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

D 61 3.5 EARGIPL GI Earth Plate Electrode : Earthing with GI plate 600mm x600mm x 6mm thick including accessories and providingmasonry enclosure with cover plate having lockingarrangement and watering pipe etc. (but without charcoalor coke and salt complete) as required. each 10 1585.00 15,850.00

D 62 3.6 EARCUPL Copper Earth Plate Electrode : Earthing with Cu earthplate 600mm x 600mm x 3mm thick including accessoriesand providing masonry enclosure with cover plate havinglocking arrangement and watering pipe etc. (but withoutcharcoal or coke and salt complete) as required each 6 3263.00 19,578.00

D 63 3.7 EARCHARPL

Salt /charcoal for plate earth electrode: Extra for usingcharcoal and salt for G.I. copper plate earth electrode asrequired each 16 603.00 9,648.00TELEPHONE/ EPABX

D 64 1.18 TLWGEC

Supply and drawing following pair 0.5 sqmm FRPVCinsulated copper conductor unarmauredtelephonecable inthe existing surface/ recessed steel/ PVC conduit asrequired.

1.18.1 1 pair m 22800 16.00 364,800.00D 65 non-schedule Supply and fixing of single jack flush mounted RJ - 11

Telephone socket outlet suitable for connection ofTelephonecable to Telephonepoints on each work stationcomplete with front plate,box (if reqd) etc. each 570 200.00 114,000.00

D 66 non-schedule Supply and fixing of double jack flush mounted RJ -11Telephone socket outlet suitable for connection ofTelephonecable to Telephonepoints on each work stationcomplete with front plate/ box etc. each 20 259.00 5,180.00

D 67 non-schedule Supply and fixing of 100 pairs Krone type Telephone TagBox on wall including interconnectionof Telephone cablescomplete in all respect. EACH 12 3,510.00 42,120.00

D 68 1.21.PVCCON Supply and fixing of following sizes of PVC conduit alongwith accessoried in surface/ recessed including cutting thewall and making good the same in case of recessedconduit as required.

1.21.1 20MM meter 5100 41.00 209,100.00

13 int. elec.

Page 69: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SR NO Description of ItemsUnit total qnty SR'2007 NDSR DSR NDSR

Sl. NoRate Amount

D 69 non-schedule Supply and laying of 0.50 mm dia 50 pairs PVC insulatedPVC sheathed armoured jellyfilled Telephone cables at adepth of 500 mm below ground level / partly throughprelaid G.I pipie /thru duct including interconnection toTelephone Tag Box complete in all respect. m 75 409.00 30,675.00

D 70 non-schedule Supply and laying of 0.50 mm dia 100 pairs PVC insulatedPVC sheathed armoured jellyfilled Telephone cables at adepth of 500 mm below ground level / partly throughprelaid G.I pipie/ thru duct including interconnection toTelephone Tag Box complete in all respect. m 500 683.00 341,500.00

D 71 non-schedule End termination of above telephone cable with numberingset 12 500.00 6,000.00

TOTA COST (SUB-HEAD :D) 4,252,943.00 14,046,979.00

14 int. elec.

Page 70: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

EXTERNAL

ELECTRICAL WORKS

(Page No. 1 to 8)

Page 71: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

E

Item No Description of Work Unit Qnty Non-DSR DSR Non-DSR DSR

E 1 non sch H.T. PANEL BOARD. Supply, Installation, testing &commissioning of 3 panel 11 KV HT Gear, 1no Incoming 800Amp & 2 Nos. outgoing800Amp drawout type, indoor VCB for theuse in 11.0KV. 3- phase, 50 Hz. A.C. with rupturing capacity 350MVA, complete with copper busbars of suitable capacity, isolatorwith mechanical tripping arrangement, protective Relays, cableend box for terminating XLPE cable, Ammeter with selectorswitch. the incoming breaker shall also have 11 KV/R-3/110Volt/R-3 3 phase potential transformer with fuses and voltmeterwith selector switch and 50/5 Amp CT. The incoming feeder shallhave O/C & E/F protection with insl. element (type CDG-61) andoutgoing feeder shall have O/C & EF protection type (CDG-31).the switch board should be totallyenclosed dust, drip vermin proofand ventilated tropical condition and shall be mounted on floor wiearthing attachment system and making all connection, checkingall instruments, including all charges, civil toundatior work, bolts,nuts, etc. complete as required, etc. complete as required,conforming to IS:2516/1980. Set 1 1289303.00 1,289,303.00

E 2 non sch POWER TRANSFORMER - Supply. Installation, Testing &Commissioning of 750 KVA, in-door dry type, natural cooled,11000/433 Volt no-load ratio step-down delta/star PowerTransformer complete with fitting and accessories e.g Bulkozrelay and others as per specification, including mounting of looseaccessories, including supply & grouting of bolts on pedestalfixing of transformer after leveling, fitting of all brought outcomponent, making necessary connection etc. complete asrequired. the submission of lost result including carrying outcharge are also to be made. the transformer shall be specified inthe enclosed Technical Specification Set 2 1712465.00 3,424,930.00

Rate ( Rs ) Amount ( Rs )

ELECTRICAL SUBSTATION WORKS

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

1 ext. elec.

Page 72: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Item No Description of Work Unit Qnty Non-DSR DSR Non-DSR DSRRate ( Rs ) Amount ( Rs )

E 3 non sch MAIN INCOMING PANEL

Supply, installation, testing and commissioning of free standing,floor mounted indoor type, air insulated, totally enclosed verminproof, dead front, compartmentalised,cubicle type, 2 mm thicksheet steel enclosure panel suitable for use on 415 V, 3 Ph.,4wire, 50 Hz. A.C. system, incoming circuit breaker/ S F unit, highconductivity TP & N tinned copper bus bars, bus bar, risers,extendedbus bars for cable connection, outgoing circuit breakersinstrumental panel, C.Ts, outgoing feeder terminals and incomingcable compartment. The incoming and outgoing functional unitsshall be arranged in multi tier formation to provide a compactpanel. Each unit shall be accommodated in a totally separatecompartment having gasketted hinged door

with locking arrangement. The Panel shall be complete withswitches/circuit breakers of following ratings, interconnection,G.I.earth bus bar of adequatesize covering the total length of switchboard with drilled holes, G.I. bolts, nuts, washers etc. The cubicleshould be of power coated painting after necessary acidtreatment. The complete fabrication, construction shall be done asper the detailed specification and conforming to threlevant IS. Short circuit interrupting current of all MCBshould be of 10 KA minimum. Name plate oPanels/DBs Danger Board, incoming and outgoinfeeders with Ampere rating of switches/ MCCB/ MCBetc. are to be fixed up on front door above or below threspective switches. Approval of Manufacturer'drawings from Consultant/Employer is required beforcommencing manufacture and panel should be testein the presence of Consultant/ Employer's engineer amanufacturer's premises before dispatch to siteThe MIP consists of the following Incoming :415 V 1250A 4pole Microprocessor base , MDO,50KA,ACBwithO/L,S/C,Inst.& E/F relay: 2 no.Bus Coupler:415 V 1250A 4pole Thermal Magnetic base , MDO,50KA,ACBwithO/L,S/C,Inst.& E/F relay: 1 no.2 No. 0 - 1250 A, 96 mm square Ammeter with ammeteselector switch (4 positions - 3 way and off) &

2 ext. elec.

Page 73: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Item No Description of Work Unit Qnty Non-DSR DSR Non-DSR DSRRate ( Rs ) Amount ( Rs )

6 Nos. 1250/5A CTs;2 sets of 3 Nos. Phase Indicating lamp, 230 V with 3nos fuse foreach set2 No. 0 - 500 V, 96 mm square Voltmeter with Voltmeteselector switch (4 positions - 3 way and off) &6nos. protective fuse PVC SLEEVED TPN TINNED COPPER BUS BAR :2500A Cu Bus Bar in two section of suitable size ,each phasewith multiple section of cu bar.GI EARTH BUS BAR50 mm x 6 mm covering the total length of paneOutgoing : Each outgoing feeder will be connected with CToprated digital KWH meter2 Nos.415 V 800A 4pole MCCB(50KA) each with 3nos800/5ACT and digital KWH meter.2 Nos.415 V 250A 4pole MCCB(50KA) each with 3nos250/5ACT and digital KWH meter.3 Nos.415 V 200A 4pole MCCB(50KA) each with 3nos200/5ACT and digital KWH meter.1 Nos.415 V 160 A 4pole MCCB(25KA)each with 3nos150/5A CTand digital KWH meter.2 Nos.415 V 125 A 4pole MCCB(25KA)each with 3nos100/5A CTand digital KWH meter.3 Nos.415 V 60 A 4pole MCCB(25KA) each with 3nos60/5A CTand digital KWH meter.3 Nos. 200A TPN on load change over switch1 Nos. 315A TPN on load change over switch Set 1 1920586.00 1,920,586.00

E 4 non sch LT Panel for PumpIncoming :1 Nos.415 V 125 A 4pole MCCB(25KA)with thermal release1 No. 0 - 500 V, 96 mm square Voltmeter with Voltmeter selectorswitch (4 positions - 3 way and off) & 3nos. protectivefuse and 1sets of 3 Nos. Phase Indicating lamp, 230 V with 3nos fuse foreach setPVC SLEEVED TPN ELECTROLYTIC GRADE ALUMINIUMBUS BAR :150A Al Bus Bar in of suitable sizeOutgoing :8 no. 40A 4pole 10KA MCBGI EARTH BUS BAR

3 ext. elec.

Page 74: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Item No Description of Work Unit Qnty Non-DSR DSR Non-DSR DSRRate ( Rs ) Amount ( Rs )

25 mm x 6 mm covering the total length of pane Set 1 62164.00 62,164.00

E 5 non sch Automatic Area Lighting DBArea Lighting DBThe Road Lighting DB consists of the following Incoming :1 no. 32A TPN MCBOutgoing :6 no. 16A/20A SP MCB1 no. time switch.( DAILY)1 no. 3 pole power contactor 40A1 set 4 pole 60A Al Bus Barcomplete with all interconnection Set 1 20281.00 20,281.00

E 6 non sch AUTOMATIC POWER FACTOR CORRECTION PANELSupply, installation, testing and commissioning including design of free standing compertmentalised, floor mounting,indoor cubical type, air insulator, made out of 2mm thick sheesteel, sutable for operation on 415 Volts, 3 Phase, 4 wire 50 Hz. A.C.System Multi Stage Autometic Power Factor Correction (A.P.F.C.) Panel Set 2 275000.00 550,000.00

SUPPLY AND LAYING OF 11 KV ( E ) GRADE XLPECABLE

E 7 non sch Supply & Laying 3 - core 11 KV, grade XLPE aluminium cable offollowing sizes through existing coveredmasonay trench includingtaking out R.C. covers, setting them in order, filling the trench withthe trench with fine dry sand including supply of sand

a) 185 sq.mm Meter 100.00 2372.00 237,200.00

END TERMINATION OF 11 KV GRADE CABLEE 8 non sch Making End termination of 3-core 11KV grade XLPE Aluminium

cable of following sizes including supply of necessary indoor/outdoor heat shrink jointing kits and all other materials required atswitch gear and transformer terminas.

insulated Al. Cond.cable with indoor type heat shrinkable termination kit complete with all acessories including cable lugs as reqd.a) 185 sq.mm set 6.00 11000.00 66,000.00

4 ext. elec.

Page 75: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Item No Description of Work Unit Qnty Non-DSR DSR Non-DSR DSRRate ( Rs ) Amount ( Rs )

SUPPLY AND LAYING OF 1.1 KV GRADE PVC INSULATEDARMOURED L.TCABLE

E 9 non schSupplying, Laying of 1.1 KV grade XLPE insulated and PVCsheathed armoured aluminium conductor cable of following sizeconforming of IS:1554 (Part-I) in treanch inclu. Cutting and filling/in duct/ on surface with saddling/ in concealed manner etc :

E 9a 3.5 core 300 sq.mm. Cable meter 100 2,380.00 238,000.00E 9b 3.5 core 240 sq.mm. XLPE Cable meter 25 1,978.00 49,450.00E 9c 3.5 core 185 sq.mm. PVCA Al. Cable meter 100 1,587.00 158,700.00E 9d 3.5 core 95 sq.mm. PVCA Al. Cable meter 25 901.00 22,525.00E 9e 4 core 25 sq.mm. PVCA Al. Cable meter 50 398.00 19,900.00E 9f 4 core 16 sq.mm. PVCA Al. Cable meter 15 324.00 4,860.00E 9g 2 core 10 sq.mm. PVCA Al. Cable meter 15 230.00 3,450.00

S/M LV/MV CABLE END TERMINATIONE 10 4.1MVET Supplying and making end termination with brass compression

gland and aluminium lugs for following sizes of PVC insulated andPVC sheated /XLPE aluminium conductor cable of 1.1 KV gradeas required

E 10a 4.1.30 3.5 core 300 sq.mm. set 8 508.00 4,064.00E 10b 4.1.29 3.5 core 240 sq.mm. set 2 381.00 762.00E 10c 4.1.27 3.5 core 185 sq.mm. set 6 319.00 1,914.00E 10d 4.1.24 3.5 core 95 sq.mm. set 2 197.00 394.00E 10e 4.1.34 4 core 25 sq.mm. set 2 137.00 274.00E 10f 4.1.33 4 core 16 sq.mm. set 2 196.00 392.00E 10g 4.1.2 2 core 10 sq.mm. set 2 76.00 152.00

5 ext. elec.

Page 76: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Item No Description of Work Unit Qnty Non-DSR DSR Non-DSR DSRRate ( Rs ) Amount ( Rs )

non sch SUPPLY AND LAYING OF 1.1 KV GRADE COPPER CONTROL CABLE

E 11 non sch Supply and laying of 1.1 KV grade, 4 core 2.5 sq.mmPVC insulated, Armoured Cu. Conductor control cable :In existing masonary trench inside the Substation / in prelaid hume pipe / G.I pipe including mending the demages. Mtr 80 295.00 23,600.00

non sch END TERMINATION OF 1.1 KV GRADE CONTROL CABLE12 non sch Making end termination of above 4 core 2.5 sq.mm PVC insulated

Cu.Cond.cable with compression type brass cable gland and crimping type copper sockets complete with all acessories asreqd. Set 10 50.00 500.00

EARTHINGE 13 non sch Providing and fixing 50mm x6mm GI strip at 0.5m below ground/

or on surface including saddling jointing etc complete. meter 200 213.00 42,600.00E 14 4.13

LCGITSURV

Providing and fixing 50mm x6mm Cu strip at 0.5m below ground/or on surface including saddling and heat shrink PVC covering,jointing etc complete. meter 1500 475.00 712,500.00

E 15 3.5 EARGIPL

GI Earth Plate Electrode : Earthing with GI plate 600mm x 600mmx 6mm thick including accessories and providing masonryenclosure with cover plate having locking arrangement andwateringpipe etc. (but without charcoal or coke and salt complete)as required.HTWBSEB-2, HT-CON-2, TR-4, LT-2,PUMP-2, DG-6 Set 18 1585.00 28,530.00

E 16 3.6 EARCUPL

Copper Earth Plate Electrode : Earthing with Cu earth plate600mm x 600mm x 3mm thick including accessories andproviding masonry enclosure with cover plate having lockingarrangementand watering pipe etc. (but without charcoal or cokeand salt complete) as requiredTR-4, DG-6, 10 3263.00 32,630.00

E 17 3.7 EARCHARPL

Salt /charcoal for plate earth electrode: Extra for using charcoaland salt for G.I. copper plate earth electrode as required

28 603.00 16,884.00E 18 non sch Supply & installation of GI earth spike of about 20mm dia X 1800

mm long in ground near each street pole including supply &installation of 8 SWG GI wire from earth spike to earthing bolt ofstreet pole through 3/4" PVC pipe installed in Pole foundation,connection as required. 75 300.00 22,500.00

6 ext. elec.

Page 77: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Item No Description of Work Unit Qnty Non-DSR DSR Non-DSR DSRRate ( Rs ) Amount ( Rs )

SAFETY EQUIPMENTE 19 non sch Supply and fixing of shock treatment chart with glass and teak

wood frame on wall in Bengali, English and Hindi language. Set 4 500.00 2,000.00

E 20 non sch Supplly and fixing of round bottom Fire bucket made from G.I sheet , 2 gallon capacity, painted white inside and red outsidewritten with letter "FIRE" in black filled with sand, completewith handleand iron hook for hanging. Set 4 300.00 1,200.00

E 21 non sch Supply and fixing of First aid box with all necessary materials and medicine for first aid. Set 3 600.00 1,800.00

E 22 non sch Supply and fixing of 6000 V and 415 V dager plate on wall Set 4 150.00 600.00

E 23 non sch Supply and laying of 2 M x 1 M x 12 mm thick rubber mat(ISI)tested upto 11 KV. each 12 1746.00 20,952.00

E 24 non sch Diesel Generating Set: Supplying, Transportation & Installation ofDiesel Generating Set of capacity 125 KVA at 0.8PF,415v,3ph4wire,50Hz, complete with water cooled type radiator Dieselengine capable of developing suitable BHP at 1500 RPM, baseframe, self starting devices, battery & battery charger, diesel tank,silencer, engine and Auto Mains Failure (AMF)control panel ,AVM rubber footing s including supplying and installing piping andother relevant accessories, Acoustic Enclosure etc. as reqd..Make: Engine-Kirloskar/Layland/GreavesAlternator-Kirloskar/Stampford/Crompton set 2.00 1,417,889.00 2,835,778.00

E 25 non sch Diesel Generating Set: Supplying, Transportation & Installation ofDiesel Generating Set of capacity 250 KVA at 0.8PF,415v,3ph4wire,50Hz, complete with water cooled type radiator Dieselengine capable of developing suitable BHP at 1500 RPM, baseframe, self starting devices, battery & battery charger, diesel tank,silencer, engine and Auto Mains Failure (AMF) control panelconsisting of 4 pole 400A MCCB as incoming and 1 no 4 pole250A and 1 no 160A MCCB as outgoing, among other controls,AVM rubber footing s including supplying and installing piping andother relevant accessories, Acoustic Enclosure etc. as reqd..Make: Engine-Kirloskar/Layland/GreavesAlternator-Kirloskar/Stampford/Crompton set 1.00 2,063,471.00 2,063,471.00

7 ext. elec.

Page 78: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Item No Description of Work Unit Qnty Non-DSR DSR Non-DSR DSRRate ( Rs ) Amount ( Rs )

E 26 non sch Supply & Installing of MS Exhaust pipe of 4"/6"dia along the wallwith grouting of MS clamp up to 2m above roof top includingpainting, insulation (where & if required as per statutoryregulation) and complete in all respect up to the satisfaction ofPollution controll Inspector. ( 3 run for for 3nos DG Set). m 90 2500 225,000.00

E 27 non sch Liaisson charges and comissioning of the total electrical insta -llation after carrying out all pre-commissioning tests and obtai - ning service connection from Local Power Supply Authority on behalf of the Employer, obtaining approval from the Electrical Inspector, Pollution Control Board including necessarytest notice, preparaton & submission of drawings and accordof approval from statutory bodies as required as per rule. LS 1 100000.00 100,000.00

SUB-TOTAL E : 13,407,350.00 798,496.00

8 ext. elec.

Page 79: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Fire fighting prevention system

(Page No. 1 to 7)

Page 80: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

F

SL DESCRIPTION UNIT QTY. RATE AMOUNT No. (Rs.) (Rs.)

F 01.Non-schedule

S.I.T.C. (Supply, Installation, Testing & Commissioning) of Portable Extinguisher, complete in all respect i.e. with 1st charge of refill, mounting bracket, etc.

a) 9 ltrs. capacity Water CO2 No. 21 1,870.00 39,270.00 b) 5 Kgs. capacity Dry Powder. No. 29 2,653.00 76,937.00 c) 9 ltrs. capacity Foam. No. 2 1,804.00 3,608.00 d) 4.5 Kgs. capacity CO2 No. 10 8,351.00 83,510.00

F 02.Non-schedule

S.I.T.C.of Electric Motor Driven Pump set complete in all respect i.e. comprising pump, motor of 2900 rpm, Pin Bush type coupling, coupling guard, common base frame, cushyfoot mounting, foundation

a) Fire Pump of capacity 2850 lpm at 70 Mtr. head. Set 3 326,034.00 978,102.00 b) Jockey Pump of Capacity 180 lpm. at 70 Mtr. head. Set 1 94,875.00 94,875.00

F 03.Non-schedule

S.I.T.C. of Pressure Switch with guide valve and pressure damper including necessary fitting. Set 4 7,500.00 30,000.00

F 04.Non-schedule

S.I.T.C. of Combined Starting Panel for above four nos. pump set, with Star-Delta type starter for Fire Pump & D.O.L. type starter for Jockey Pump. No. 1 214,600.00 214,600.00

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

FIRE FIGHTING AND PREVENTION SYSTEM

Fire Page1

Page 81: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SL DESCRIPTION UNIT QTY. RATE AMOUNT No. (Rs.) (Rs.)

F 05.Non-schedule

S.I.T.C. of Pressure Gauge (100mm dial & 0 to 15 Kg / Sq.cm) with Guide Valve and pressure damper including necessary fittings. Set 12 2,650.00 31,800.00

F 06.Non-schedule

S.I.T.C. of control cabling between pressure switch(s) & pump starting panel by PVC insulated 1.5 sq.mm copper wire & 19mm PVC conduit / casing complete with all accessories. Job 1 6,200.00 6,200.00

F 07.Non-schedule

S.I.T.C. of power cabling between pump motor & pump starting panel by PVC insulated copper wire & PVC conduit complete with all accessories including earthing by G.I. wire. Job 1 55,680.00 55,680.00

F08. Non-

scheduleS.I.T.C. of single headed oblique type Hydrant Valve (Alloy Steel) as

per IS: 5290 with PVC blank cap. No. 25 7,247.00 181,175.00

F 09.Non-schedule

S.I.T.C. of Swinging Hose Reel complete with 20mm size X 33

Mtr.long rubber hose and ABS Nozzle as per IS: 884.

a) Hose Reel Body fabricated from CRCA sheet & powder coated.No. 19 3,619.00 68,761.00

b) Hose & Nozzle. No. 19 5,629.00 106,951.00

F 10.Non-schedule

S.I.T.C. of 4-Way Fire Service Inlet with inbuilt non-return valve as per

IS: 904. No. 2 9,637.00 19,274.00

F 11.Non-schedule

S.I.T.C. of 250mm NB M.S. fabricated Suction Strainer.No. 1 11,000.00 11,000.00

Fire Page2

Page 82: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SL DESCRIPTION UNIT QTY. RATE AMOUNT No. (Rs.) (Rs.)

F12. Non-

scheduleS.I.T.C. of Alloy Steel Branch Pipe with 18mm dia Nozzle as per IS: 903. No. 25 1,969.00 49,225.00

F 13.Non-schedule

S.I.T.C. of 63mm X 15 Mtr. long Hose as per IS: 8423, bounded with pair of Steel Coupling as per IS: 903.

No. 50 4,703.00 235,150.00

F 14.Non-schedule S.I.T.C. of C.I. Flanged Gate Valve as per IS: 14846, PN 1.6 :-

a) 250mm Nb. No. 1 34,860.00 34,860.00 b) 150mm Nb. No. 13 13,110.00 170,430.00 c) 50mm Nb. No. 5 5,849.00 29,245.00

F 15.Non-schedule

S.I.T.C. of lever operated C.I. Wafer type Butter Fly Valve as per IS: 13095, PN 1.6. (a) 150mm Nb. (b) 100mm Nb. No. 17 5,785.00 98,345.00

F 16.Non-schedule

S.I.T.C. of C.I. Flanged Non Return Valve as per IS:5312, PN 1.6.

(a) 150mm Nb No. 7 11,038.00 77,266.00 (b) 100mm Nb. No. 17 7,546.00 128,282.00 (c) 50mm Nb. No. 3 4,481.00 13,443.00

F 17.Non-schedule S.I.T.C.of GM. Screwed Valve.

a) 25mm Nb, Ball Valve as per IS: 778. No. 39 1,647.00 64,233.00 b) 25mm Nb, Spring loaded Safety (Air Release) Valve. No. 6 3,074.00 18,444.00

Fire Page3

Page 83: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SL DESCRIPTION UNIT QTY. RATE AMOUNT No. (Rs.) (Rs.)

F 18.Non-schedule

S.I.T.C. of front glassed single door powder coated M.S.Hose Box (16

X 18 Swg) of standard design to accommodate one Branch Pipe with

nozzle and 2 length of 63mm X 15 Mtr. long Hose. No. 25 2,590.00 64,750.00

F 19.Non-schedule

S.I.T.C. of 150mm Nb Installation control valve complete with water motor gong & all trim materials / accessories viz pressure guage, drain / test valve, etc. Set 1 56,260.00 56,260.00

F 20.Non-schedule

S.I.T.C. of Quartzoid bulb type sprinkler head, 680C rating.

a) Pendent No. 770 290.00 223,300.00 b) Side Wall No. 20 348.00 6,960.00

F 21.Non-schedule S.I.T.C. of chrome plated Sprinkler Cap. No. 710 67.00 47,570.00

F 22.Non-schedule S.I.T.C. of underground valve chamber.

a) For One No. Valve No. 2 16,820.00 33,640.00 b) For Two Nos. Valve No. 2 22,040.00 44,080.00

F 23.Non-schedule

S.I.T.C. of flexible drops (Max. 1 Mtr. long) for sprinkler heads of SS

material suitable for 20 bar pressure rating complete in all respect. No. 22 1,624.00 35,728.00

F 24.Non-schedule

S.I.T.C. of aboveground M.S. piping conforming to IS: 1239 / 3589 with fitting, support, clamp and treatment on outer surface by one coat of primer & two coats of synthetic enamel red paint.

a) 250mm Nb, M.S., 6mm thick. Mtr. 6 3,593.00 21,558.00

Fire Page4

Page 84: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SL DESCRIPTION UNIT QTY. RATE AMOUNT No. (Rs.) (Rs.)

b) 150mm Nb, M.S., Medium. Mtr. 185 1,765.00 326,525.00 c) 100mm Nb, M.S., Medium. Mtr. 280 1,126.00 315,280.00 d) 80mm Nb, M.S., Medium. Mtr. 155 789.00 122,295.00 e) 65mm Nb, M.S., Medium. Mtr. 190 621.00 117,990.00 f) 50mm Nb, M.S., Medium. Mtr. 115 503.00 57,845.00 g) 40mm Nb, M.S., Medium. Mtr. 780 373.00 290,940.00 h) 32mm Nb, M.S., Medium. Mtr. 685 320.00 219,200.00 i) 25mm Nb, M.S., Heavy. Mtr. 3325 297.00 987,525.00 j) 15mm Nb, G.I., Heavy. Mtr. 610 199.00 121,390.00

F 25.Non-schedule

S.I.T.C. of underground M.S. piping conforming to IS: 1239 with fitting, support, clamp and treatment on outer surface by one coat of primer & one wrap of anticorrosive tape.a) 150mm Nb, M.S., Medium. Mtr. 670 2,009.00 1,346,030.00 b) 100mm Nb, M.S., Medium. Mtr. 2 1,323.00 2,646.00 c) 80mm Nb, M.S., Medium. Mtr. 6 963.00 5,778.00

F 26.Non-schedule S.I.T.C. of 300mm Nb Hume Pipe, class NP-3. Mtr. 70 1,500.00 105,000.00

F 27.Non-schedule S.I.T.C. of 2 core 1.5 Sq.mm. PVC insulated copper FRLS cable.

a) For Aboveground, un-armoured through conduit / casing. Mtr. 5200 162.00 842,400.00 b) For Underground, armoured. Mtr. 1000 209.00 209,000.00

F 28.Non-schedule S.I.T.C. of zone isolator module complete with accessories. No. 24 3,545.00 85,080.00

Fire Page5

Page 85: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SL DESCRIPTION UNIT QTY. RATE AMOUNT No. (Rs.) (Rs.)

F 29.Non-schedule

S.I.T.C. of Electronic Speaker cum Hooter with gland, lugs, etc. as

required to complete in all respect. No. 26 638.00 16,588.00

F 30.Non-schedule

S.I.T.C. of 6 loop microprocessor based intelligent fire alarm panel complete with all necessary display and power pack unit i.e. with battery & battery charger. No. 1 434,745.00 434,745.00

F 31.Non-schedule

S.I.T.C. of intelligent type photo-electric smoke detector with base,

gland, lugs, etc. as required to complete in all respect. No. 484 3,415.00 1,652,860.00

F 32.Non-schedule

S.I.T.C. of intelligent type heat detector with base, gland, lugs, etc. i.e. complete in all respect. No. 50 3,219.00 160,950.00

F 33.Non-schedule

S.I.T.C. of control module complete with all accessories for activation of Electronic Speaker cum Hooter. No. 26 4,785.00 124,410.00

F 34.Non-schedule

S.I.T.C. of intelligent type Manual Call point with gland, lugs, etc. as required to complete in all respect. No. 53 4,818.00 255,354.00

F 35.Non-schedule S.I.T.C. of Dual LED type Remote Response Indicator. No. 220 191.00 42,020.00

F 36.Non-schedule

S.I.T.C. of P.A. System complete with Amplifier, Microphone, etc. and

duly hooked up with Main Fire Alarm Panel. No. 1 21,112.00 21,112.00

F 37.Non-schedule S.I.T.C. of Photoluminescence nature board.

a) " EXIT " (150mm X 300mm). No. 60 1,244.00 74,640.00 b) " ARROW " (150mm X 150mm). No. 52 680.00 35,360.00 c) Floor Number (150mm X 200mm) No. 48 868.00 41,664.00

Fire Page6

Page 86: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

SL DESCRIPTION UNIT QTY. RATE AMOUNT No. (Rs.) (Rs.)

F 38.Non-schedule

S.I.T.C. of " Fire Order " on acrylic shet (size 450 X 300mm appx.) by bright lettering. No. 17 812.00 13,804.00

F 39Non-schedule

Supplying and fixing of steel fire door 32mm thick 2 hr fire rating withgalvenised steel frame of required profile including vision panel, doorcloser, hard ware fittings, panic bar etc. complete The door should

conform IS3614 Part 2 ( Godrej or equivallent make). sqm 102 17,421.10 1,776,952.20 13,259,895.20

Fire Page7

Page 87: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Auditorium sound & projection system

(Page No. 1 to 9)

Page 88: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

G

Professional Audio System For Auditorium (Dolby/ DTS 6 Channel Option)

Manufa cturer / Model Item / Description / Specification Unit

Rate (non-schedule) Qty Amount

SPEAKERSG 1 Non-

scheduleOHM TRS 112H / JBL

AM6212

2way Horn Loaded speaker system with 1x 12" Mid Bass Drive®, 1" Annular Ring Diaphragm HF Compression Driver on C waveguide; Coverage 70 x 40 degrees , Freq Resp 100-20000 Hz, Sensitivity 107 dB 1w 1m, Max SPL 136 dB 1m, each 179,831.00 2 359,662.00

G 2 Non-schedule OHM UK

Subwoofer TRS 218 /

JBL ASB6128

2x 18", High Power Throw Subwoofer; with Horn n Band pass design, Freq response 30-250Hz, Power Handling 1000Wrms, Max SPL 136 dB, Sensitivity 106 dB

each 148,781.00 2 297,562.00each

G 3 Non-schedule OHM LM2 /

JBL Jrx112 Surround Speaker 12in 2 way, Sensitivity 95 dB 1W 1m, Max SPL 120 dB each 23,288.00 6 139,728.00 each

G 4 Non-schedule

OHM TRS112 / JBL

Srx 712 Stage Monitor 12in 2 way, Sensitivity104 dB 1W 1m, Max SPL 126 dB each 67,275.00 1 67,275.00

eachG 5 Non-

scheduleOHM LB1 / JBL Control

1Wall Mounted Speakers , Power handling 50W, Freq Resp 80 - 15000 Hz for Green Rooms each 10,997.00 2 21,994.00

AUDITORIUM / CONFERENCE HALL SOUND AND PROJECTION SYSTEM

Sl No

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY,

Sound Projection system Page1

Page 89: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Manufa cturer / Model Item / Description / Specification Unit

Rate (non-schedule) Qty Amount

Sl No

AMPLIFIERSG 6 Non-

scheduleProfessional

Amplifier Crown US XTi4000 /

QSC 4050HD

2 x 1200 Watt RMS @ 4 ohms, Audio Power Amplifier, Freq Resp 22 - 20000 Hz +/- 0.75 dB, SNR >100dB, THD < 0.02%, Circuit Breaker, Short Circuit, Overload, Soft Start protections each 77,625.00 2 155,250.00

G 7 Non-schedule

Professional Amplifier Crown US XTi6000 / QSC 5050

2 x 1800 Watt RMS @ 4 ohms, Audio Power Amplifier, Freq Resp 22 - 20000 Hz +/- 0.75 dB, SNR >100dB, THD < 0.02%, Circuit Breaker, Short Circuit, Overload, Soft Start protections each 97,031.00 2 194,062.00

G 8 Non-schedule

Professional Amplifier Crown US

Xls 802

2 x800 Watt RMS @ 4 ohms, Audio Power Amplifier, Freq Resp 22 - 20000 Hz +/- 0.75 dB, SNR >100dB, THD < 0.5%, Circuit Breaker, Short Circuit, Overload, Soft Start protections each 45,281.00 1 45,281.00

G 9 Non-schedule

Professional Amplifier Crown US

Xls 402

2 x 400 Watt RMS @ 4 ohms, Audio Power Amplifier, Freq Resp 22 - 20000 Hz +/- 0.75 dB, SNR >100dB, THD < 0.5%, Circuit Breaker, Short Circuit, Overload, Soft Start protections each 32,344.00 1 32,344.00

G 10 Non-schedule

OHM UK Cleo / dBX Driverack

260

2 x 6 Digital systems controller with Delay, Eq, Gain, Protection, Limiters, Ducking, PEQ, GEQ, Gating, De-Essing, AFS & L M S with Display / Downloadable thru internal / external RS232c port. each 59,513.00 2 119,026.00

G 11 Non-schedule

Denon 71008 channel Dolby / DTS Cinema Processor with extended surround each 109,969.00 1 109,969.00

G 12 Non-schedule

dBx USA 224

Automatic Feedback suppressor each 32,344.00 1 32,344.00

Sound Projection system Page2

Page 90: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Manufa cturer / Model Item / Description / Specification Unit

Rate (non-schedule) Qty Amount

Sl No

G 13 Non-schedule

SoundKraft Mixer MPM20

ch

20 channels, multi bus professional Audio Mixing Console, Freq Resp 20-20000 Hz +0/-1 dB, TH Distortion < 0.05%, Mic Input -128dBu, CMRR mx gain 80 dB, Channel Isolation >100 dB each 58,219.00 1 58,219.00

MicrophonesG 14 Non-

scheduleShure PG57

Instrument Mic corded with stand each 3,623.00 3 10,869.00G 15 Non-

scheduleAKG/ Shure

Cordless Handheld Mic UHF Diversity 30mw

each 20,700.00 1 20,700.00

G 16 Non-schedule

AKG/ Shure

Drum Kit Microphone set of 4 mics

each 43,988.00 1 43,988.00each

G 17 Non-schedule

AKG/ Shure

Cordless Collar Lapel pin Mic UHF Diversity 30mw

each 20,700.00 1 20,700.00G 18 Non-

scheduleAKG / Shure

Cordled Vocal Mic

each 10,350.00 1 10,350.00

G 19 Non-schedule Crown PCC

160

Industry Standard Boundary Mic PCC 160

each 21,994.00 1 21,994.00each

G 20 Non-schedule

AKG / Shure

Industry Standard Hanging Mic

each 24,581.00 3 73,743.00

Sound Projection system Page3

Page 91: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Manufa cturer / Model Item / Description / Specification Unit

Rate (non-schedule) Qty Amount

Sl No

G 21 Non-schedule

Shure/AKG Podium Gooseneck condensr Mic with Phantom Power each 20,700.00 2 41,400.00CABLES & accessories FOR SOUND SYSTEM

G 22 Non-schedule Krystal /

Finolex /LappTwin Core or 2 x 1 core 4.0 sqmm speaker cables twin cable (Red + Black) or zipper construction in mtrs 100m 8,798.00 3 26,394.00

G 23 Non-schedule Krystal /

Finolex /LappTwin Core or 2 x 1 core 2.5 sqmm speaker cables twin cable (Red + Black) or zipper construction in mtrs 100m 5,693.00 2 11,386.00

G 24 Non-schedule

Krystal / eqShielded Snake 16 Cables 2 core 23 x 0.15mm with 95% Shielding in mtrs 100m 906.00 10 9,060.00

G 25 Non-schedule

PVC Conduits / Casing 25mm for cables in mtrs m 65.00 100 6,500.00G 26 Non-

scheduleConduit laying, saddling and cable drawing m 39.00 100 3,900.00

G 27 Non-schedule

CSC UK Power on / off Sequencer atleast 6 lines each 25,875.00 2 51,750.000.00

G 28 Non-schedule

Custom Stage Floor Box each 6,469.00 1 6,469.00G 29 Non-

schedule Valrack / President

Euro Metal Rack for 19in equipment with lockable glass doors, Castors and fan (to house the above equipment) each 45,281.00 1 45,281.00

Sound Projection system Page4

Page 92: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Manufa cturer / Model Item / Description / Specification Unit

Rate (non-schedule) Qty Amount

Sl No

G 30 Non-schedule Quartron/AP

CServo Stabiliser with inbuilt Spike Guard, 7.5KVA, Delayed Start and trip, 170 VAC - 270 VAC each 37,519.00 2 75,038.00

G 31 Non-schedule

Complete Installation, testing and commissioning of Dolby / DTS 6 Channel option, inclu all cable laying, wiring, etc as required for the auditorium. Job 129,214.00 1 129,214.00

PROJECTION SYSTEM Auditorium

G 32 Non-schedule Projection

Design Norway

PD F 30 Sx Professional Projector 24/7 operation High resolution 6500 ansi Lumens, dual lamp with Long Throw Lens, Real Color Image and sealed Optical unit each 1,875,938.00 1 1,875,938.00

0.00G 33 Non-

scheduleImported

Projection Screen 14ft x 19ft Higain type with Requisite movable steel frame each 194,063.00 1 194,063.00

G 34 Non-schedule Kramer or

Equiv

Special Low Noise Cable set for Projector consisting of Hi Resol VGA x 2, Compositex1 30m

each 31,826.00 1 31,826.000.00

G 35 Non-schedule Kramer /

Exxtron

Multi format (VGA, RGBHV, Composite, DVI ) Video switcher / buffer amplifier

each 116,438.00 1 116,438.000.00

G 36 Non-schedule

APC

UPS 3.00 KVA sine wave with 20min backup

each 45,281.00 1 45,281.00

Sound Projection system Page5

Page 93: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Manufa cturer / Model Item / Description / Specification Unit

Rate (non-schedule) Qty Amount

Sl No

G 37 Non-schedule

Complete Installation, testing and commissioning inclu all cable laying, wiring, etc as required for Projection System for the conference room-1. Job 64,607.00 1 64,607.00

CONFERENCE ROOM 1 - SOUND / PROJECTION SYSTEM

SPEAKERS & AMPLIFIERSG 38 Non-

schedule Inceiling Speakers CSC/Byford England 6in 2 way with Xover 20W each 2,846.00 6 17,076.00

G 39 Non-schedule Professional Amplifier Crown USA 202 with Tx bank

200W each 41,400.00 1 41,400.00

INPUT DEVICES, MICROPHONES & MIXERSG 40 Non-

schedule AKG Germany Cordless Hand held Mic UHF Diversity WMS40 each 20,700.00 1 20,700.00

G 41 Non-schedule AKG Germany Cordless Collar Mic UHF Diversity

WMS40 each 20,700.00 1 20,700.00G 42 Non-

scheduleAKG Germany Podium Gooseneck Mic each 20,700.00 1 20,700.00

G 43 Non-schedule

Mixer Soundkraft USA 6 ch EPM each 23,288.00 1 23,288.00G 44 Non-

scheduleSamsung DVD/CD Player each 4,528.00 1 4,528.00

PROJECTION SYSTEM

Sound Projection system Page6

Page 94: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Manufa cturer / Model Item / Description / Specification Unit

Rate (non-schedule) Qty Amount

Sl No

G 45 Non-schedule Sharp Projector DLP (Digital Light Processing) Hi

Resol 3000 ansi lum 1024 x 768 XGA each 126,788.00 2 253,576.00G 46 Non-

scheduleProjector Stand each 6,469.00 2 12,938.00

G 47 Non-schedule Glass beaded Higain screen Braun 8x10 sqft Motorised

remote type . each 50,456.00 1 50,456.00G 48 Non-

scheduleVideo Buffer Amplifier each 32,085.00 1 32,085.00

G 49 Non-schedule Glass beaded Higain screen Braun 6x4 sqft Motorised

remote type for the rear rows each 37,519.00 1 37,519.00

CABLES & CABLE LAYINGG 50 Non-

scheduleSpeaker Cables twin zip ATC 48/0.2mm 100m/roll 100m 3,881.00 1 3,881.00

G 51 Non-schedule

Signal cable shielded low noise 2 core ATC 100m/roll 100m 3,364.00 1 3,364.00G 52 Non-

scheduleLow noise Projector cable set 20m (2xRGB + 1xcomp) 100m 15,525.00 1 15,525.00

G 53 Non-schedule

Complete Installation, testing and commissioning inclu all cable laying, wiring, etc as required for Sound/Projection System for the conference room-1. Job 32,304.00 1 32,304.00

CONFERENCE ROOM 2 - SOUND / PROJECTION SYSTEM

Sound Projection system Page7

Page 95: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Manufa cturer / Model Item / Description / Specification Unit

Rate (non-schedule) Qty Amount

Sl No

G 54 Non-schedule Inceiling Speakers CSC/Byford England 6in 2 way with

Xover 20W each 2,846.00 4 11,384.00G 55 Non-

schedule Professional Amplifier Crown USA 202 with Tx bank 200W each 41,400.00 1 41,400.00

INPUT DEVICES, MICROPHONES & MIXERSG 56 Non-

schedule AKG Germany Cordless Hand held Mic UHF Diversity WMS40 each 20,700.00 1 20,700.00

G 57 Non-schedule AKG Germany Cordless Collar Mic UHF Diversity

WMS40 each 20,700.00 1 20,700.00G 58 Non-

scheduleAKG Germany Podium Gooseneck Mic each 20,700.00 1 20,700.00

G 59 Non-schedule

Mixer Soundkraft USA 6 ch EPM each 23,288.00 1 23,288.00G 60 Non-

scheduleSamsung DVD/CD Player each 4,528.00 1 4,528.00

PROJECTION SYSTEM (1 in Front )G 61 Non-

schedule Sharp Projector DLP (Digital Light Processing) Hi Resol 3000 ansi lum 1024 x 768 XGA each 126,788.00 1 126,788.00

G 62 Non-schedule

Projector Stand each 6,469.00 1 6,469.00

Sound Projection system Page8

Page 96: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Manufa cturer / Model Item / Description / Specification Unit

Rate (non-schedule) Qty Amount

Sl No

G 63 Non-schedule Glass beaded Higain screen Braun 8x6 sqft Motorised

remote type. each 46,575.00 1 46,575.00

CABLES & CABLE LAYINGG 64 Non-

scheduleSpeaker Cables twin zip ATC 48/0.2mm 100m/roll 100m 3,881.00 1 3,881.00

G 65 Non-schedule

Signal cable shielded low noise 2 core ATC 100m/roll 100m 3,364.00 1 3,364.00G 66 Non-

scheduleLow noise Projector cable set 20m (2xRGB + 1xcomp) 100m 15,525.00 1 15,525.00

G 67 Non-schedule

Complete Installation, testing and commissioning inclu all cable laying, wiring, etc as required for Sound/Projection System for the conference room-2. Job 47,809.00 1 47,809.00

0.00TOTAL COST OF SUB HEAD: G 5,552,756.00

Sound Projection system Page9

Page 97: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Auditorium stage lighting works

(Page No. 1 to 5)

Page 98: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

H

Item QTY Unit Rate AmountAuditorium Stage Lighting

H 1

Non-schedule

Providing of PAR-64 (1000W) with wide coverage on stage from light bar with medium flood as desired .Color Temperature - 3200K . Aluminum anodized housing comes with matt black finish, adequate ventilation .CRC sheet metal housing with aluminum heat sink , with lamp . 16 each 4,658.00 74,528.00

H 2

Non-schedule

Providing of Plano Convex spot fitting for multipurpose coverage on stage with spherical anodized reflector 150mm specially developed Boro- silicate Lens for excellent optics. Aluminum housing, bottom screw type is focusing. GX 9.5 Base, Available in 1000 watts. Available in Matt Black Finish, With polished aluminum reflector & Plano convex lens complete with 1000W spot lamp.

8 each 6,521.00 52,168.00

Sl.No.

STAGE LIGHTING AND STAGE CRAFT

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

Stage lighting page1

Page 99: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Item QTY Unit Rate AmountSl.No.H 3

Non-schedule

Providing Fresnel Spot fitting 240V T-11 Halogen Lamp with bi-pin base Spherical anodized aluminum reflector 150mm dia fresnel lens Aluminum housing Matt black finish with adequate ventilation. GY-9.5 base holder Screw type focusing for uniform coverage on stage with aluminum reflector & fresnel lens complete with burn door, 1000W lamp & accessories.

8 each 9,781.00 78,248.00H 4

Non-schedule

Providing of Solar fitting: With Halogen Lamp 1000 W Bi-pin 240 Volts Type T-11. Reflector: Ellipsoidal anodized aluminum reflector. Lens: One 150mm double convex & one 112mm P.C. Lens. Beam Shaping by 4 edge shutter & IRIS. Housing: C.R.C. sheet metal with Aluminum alloy casting. Matt black finish. Socket: GX-9.5 Base Focusing by manipulating both lenses. Uniform light used for wide coverage on stage. 2 each 14,594.00 29,188.00

H 5

Non-schedule

Providing of Cyclorama flood Reflector: Aluminum anodized finish. Lamp: 1000W halogen tube. C.R.C. sheet metal Housingmatt black powder coated finishLamp Holder : 2 compressible recessed single contact & burn door without glass .

6 each 2,795.00 16,770.00

Stage lighting page2

Page 100: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Item QTY Unit Rate AmountSl.No.H 6

Non-schedule

Baby Mirror fitting Consists of 600W/240V halogen tube with Ellipsoidal anodized aluminum reflector. 2 nos. lens and 92 mm dia P.C. Lens. Aluminum Metal Housing. Black & Silver Grey finish. Compressible recessed single contact. Light used for wide coverage on stage with polished aluminum housing with 600W lamp & accessories.

4 each 6,986.00 27,944.00H 7

Non-schedule

Patch Panel : 48 (12X4) circuits made with 16- gauge CRC sheet with angle frame , powder coat paint desk type, complete with interconnections.( No of Mcbs-12 nos, No of indicators-12 Nos. 1 set 133,515.00 133,515.00

H 8

Non-schedule

Supply of Power pack 4 KW per channel output, 15 amps sockets at output, individual MCB protection at outputs, Thumb Wheel DMX addressing, three phase input, Phase (power) indicator, DMX status indicator, Load indicator on each channel, 3 pin XLR DMX input, parallel output connectors. Available in 6 channel rack mountable versions matt black finish. Along with analogue features. 2 each 46,575.00 93,150.00

H 9 Non-schedule

DMX controller for the light fitting with LED display.( SRC-145) Make- NEO-NEON. 1 each 18,630.00 18,630.00

H 10Non-schedule

Mounting Rack for dimmer made with 16- gauge CRC sheet close type with powder coat paint. 1 each 31,050.00 31,050.00

H 11 Non-schedule

Telescopic stand2 each 3,416.00 6,832.00

H 12 Non-schedule

Galaxy Light.1 each 3,416.00 3,416.00

Stage lighting page3

Page 101: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Item QTY Unit Rate AmountSl.No.H 13

Non-schedule

Pin spot : 6Volt / 12Volt, 30Watt Sealed Pin Spot Beam Light comes with built in transformer and two way yoke is provided for handling & surface use. Available in Matt Black & Silver Finish . 2 each 2,484.00 4,968.00

H 14 Non-schedule

Jumbo Strobe light-1500 Watt. Make- NERHOR. 2 each 9,315.00 18,630.00

H 15 Non-schedule

Fogger 1200 Watt. Make – NEO-NEON. 2 each 10,557.00 21,114.00

H 16 Non-schedule

Fog Liquid 10 Litre 311.00 3,110.00

H 17 Non-schedule

DMX- cable.100 Meter 93.00 9,300.00

H 18 Non-schedule

G- Clamp56 each 621.00 34,776.00

H 19 Non-schedule

SRL-440 Effect Light Make – NEO-NEON .2 each 7,530.00 15,060.00

H 20Non-schedule

1.5 sqmm 2 core PVC insulated copper cablefrom fitting to the patch panel as perrequirement. 750 Meter 110.00 82,500.00

H 21 Non-schedule

2 x2.5 sqmm PVC insulated copper cable thrucocealed conduite. 600 Meter 127.00 76,200.00

H 22 Non-schedule

10.00 sqmm cable for main line120 Meter 160.00 19,200.00

H 23

Non-schedule

Providing and fixing wooden board withhinged bacalite cover with 36 nos. 16/6 A 6pin socket out lets with 36 nos. 36A 3 pin plugtop complete with interconnection with 3 x 2.5sqmm PVC copper flexible cable complete asrequired. 2 each 10,350.00 20,700.00

Stage lighting page4

Page 102: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Item QTY Unit Rate AmountSl.No.Auditorium Stage Craft

H 24

Non-schedule

Providing and installation Mail Curtain of pure

velvet cloth of approved colour and type,

motorised control, of approx. size 20' x 34'. 1 set 208,294.00 208,294.00H 25

Non-schedule

Providing and installation of Back curtail(manual) complete with black cotton cloth ofapprox. size 20' x 34'' complete. 3 set 68,828.00 206,484.00

H 26Non-schedule

Providing, fixing and installation of light barswith 48mm OD MS pipe (of length approx.25'/30') 5 each 9,056.00 45,280.00

H 27Non-schedule

Providing, fixing and installation of Fril barswith 32mm OD MS pipe with black cloth (oflength approx. 25'/30'). 6 each 16,301.00 97,806.00

H 28

Non-schedule

Providing, fixing and installation Horizontalmovable wing mechanism made with tubularpipe along with jute and black cloth (width 4' xheight 18'/ 20') complete. 6 each 19,406.00 116,436.00

H 29

Non-schedule

Design, providing, installing, Grid fabricationover the stage with 62mm and 32mm diatubular pipes, as per requirement of stageperformance complete with 2 nos catwalk and1 no light ladder complete. 1 Job 226,406.00 226,406.00

H 30

Non-schedule

g. Complete installation, testing andcommissioning including design of the Stagelighting and stage craft system as perinstruction of engineer-in-charge. 1 Job 109,832.00 109,832.00

SUB-HEAD H: 1,881,535.00

Stage lighting page5

Page 103: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

MODULAR FURNITURE

(Page No. 1 to 10)

Page 104: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

K

Sl.No Description of Items QTY Unit Rate AmountI 1 Providing and placing on site CHARISHMA

brand ( Imported brand of Featherlite orequivalent of Godrej/ Bloplast) completeexecutive's desking system. The Item toinclude:

I 1a The Desk, 2200x 1000x 760 3 each 32,487.00 97,461.00I 1b Extension Table 1100 dia, 760 ht. 3 each 11,903.00 35,709.00I 1c Side return 1350 x 450 760 3 each 22,752.00 68,256.00I 1d Credenza 1800 x 450 x760 ht 3 each 34,819.00 104,457.00I 1e 2-door cabinet 900x 450x 2000 3 each 25,192.00 75,576.00I 1f Glass door cabinet 900 x 450 x 2000 3 each 26,440.00 79,320.00II 2 Providing and Installation Modular Table to

have 25mm pre-laminated decorative particleboard with 2mm thk. PVC edgebanding for thetable top and two gable ends. The table tohave modesty panel of 450mm as per design.It to have provision for keyboard tray in PVC(as per approved sample) fixed with telescopicchannel finished in powder coating.The topwill be provided with circular cutouts for wiremanagement purpose, which will be providedwith ABS cover. Size of Table to be offollowing sizes:

I 2a 2000mm x 1000mm x 750mm (H) 1 each 11,824.00 11,824.00

ESTIMATE OF COSTS FOR MODULAR FURNITURES, CHAIRS, SOFA SETS, INCLUDING AUDITORIUM AND CONFERENCE ROOM FURNITURES.

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

Furniture: Page 1

Page 105: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl.No Description of Items QTY Unit Rate AmountI 2b 1800mm x 1000mm x 750mm (H) 13 each 11,069.00 143,897.00I 2c 1800mm x 900mm x 750mm (H) 7 each 10,125.00 70,875.00I 2d 1650mm x 750mm x 750mm (H) 4 each 8,250.00 33,000.00I 2e 1500mm x 750mm x 750mm (H) 36 each 7,793.00 280,548.00II 3 Providing and installation of Modular Side

Credenza, outer structure to be of 18mm pre-laminated board (PLB), the back of unit of9mm PLB, the unit to be assembled by knockdown fittings such as Minifix andDowels.Shelves to be of 18mm PLB withadjustable height.18m PLB shutters to be fittedby autoclosing hinges and with suitable lockingarrangement, PVC matching coloured / brushsteel finishes. Suitable levellers to be provided.

I 3a 1200 x 450 x 750 61 each 6,183.00 377,163.00

I 4 Providing and installation of Modular BackCredenza, outer structure to be of 18mm pre-laminated board (PLB), the back of unit of9mm PLB, the unit to be assembled by knockdown fittings such as Minifix andDowels.Shelves to be of 18mm PLB withadjustable height.18m PLB shutters to be fittedby autoclosing hinges and with suitable lockingarrangement, PVC matching coloured / brushsteel finishes. Suitable levellers to be provided.

I 4a 1200mm x 450mm x 750mm (H) 11 each 6,183.00 68,013.00I 4b 1500mm x 450mm x 750mm (H) 14 each 7,729.00 108,206.00

Furniture: Page 2

Page 106: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl.No Description of Items QTY Unit Rate Amount

I 5 Providing and installation of ModularStorage Cabinets, outer structure to be of18mm pre-laminated board (PLB), the back ofunit of 9mm PLB, the unit to be assembled byknock down fittings such as Minifix andDowels.Shelves to be of 18mm PLB withadjustable height.18m PLB shutters to be fittedby autoclosing hinges and with suitable lockingarrangement, PVC matching coloured / brushsteel finishes. Suitable levellers to beprovided.( 1 shelf for 750 high unit, 3 shelvesfor 1500 high units and 4 shelves for 200 highunits)

I 5a 1050mmx 450mm x 1500mm (H) 43 each 10,821.00 465,303.00I 5b 1050mmx 600mm x 1500mm (H) 13 each 13,525.00 175,825.00I 5c 1050mmx 600mm x 2000mm (H) 84 each 18,033.00 1,514,772.00

Furniture: Page 3

Page 107: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl.No Description of Items QTY Unit Rate AmountI 6 Providing and installation of Modular Side

Credenza with Drawer Pedestral: 1 singletable top without any joints, for crezendaportion outer structure to be of 18mm pre-laminated board (PLB), the back of unit of9mm PLB, the unit to be assembled by knockdown fittings such as Minifix andDowels.Shelves to be of 18mm PLB withadjustable height.18m PLB shutters to be fittedby autoclosing hinges and with suitable lockingarrangement, PVC matching coloured / brushsteel finishes. The drawer portion, the outerportion and drawer facia to be made with18mm PLB, drawer sides are made of powdercoated MS sheet, drawers fixed with rollerslides for smooth operations. drawer back andbottom of 9mm PLB. Suitable PVC handle andlocks to be provided.

Total dimension : 1350mmx 460mm x 700mm(H) 496 each 8,793.00 4,361,328.00

Furniture: Page 4

Page 108: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl.No Description of Items QTY Unit Rate AmountI 7 Providing and installation of Modular

Drawer Pedestral (2 d+1 F): The outerportion and drawer facia to be made with18mm PLB, drawer sides are made of powdercoated MS sheet, drawers fixed with rollerslides for smooth operations. drawer back andbottom of 9mm PLB. Filing drawer to moundon slide with ball bearing. The drawer unit to be mobile with castor or with levers. Suitable PVChandle to match colour scheme and locks to beprovided. 2 drawers and 1 filling unit: 450mm x460mm x 700mm (H)

61 each 4,465.00 272,365.00

Furniture: Page 5

Page 109: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl.No Description of Items QTY Unit Rate AmountI 8 Providing and Installation Modular

workstations in open office area.Workstation to have pre-laminated decorativeparticle board with 2mm thk. PVC edgebanding for the table and gable end, the otherside of the table top to be fixed with thesupporting frame with powder coated M.S.bracket. Workstation to have keyboard trayfixed with telescopic channel finished inpowder coating.The top will be provided withcircular cutouts for wire management purpose,which will be provided with ABS cover. Therewill be two wire management raceway, one atskirting of the 1350 high modullar partitionsand another at the table top level. Theworkstation shall have following componentsas described below:

I 8a FRAME: 70mm thk framing (with 1 nosraceway at bottom) made of 2mm thk CRCAsheet, powder coated 50-60 micron, to havevarious slots for table top brackets, tiles,shelves. All connectors at top are of ABSplastic of matching colours.Frame to be fittedwith leveling bolts with 60mm broad base.

1576 sqm 2,060.00 3,246,560.00I 8b Workstation table top made of 25mm thk Pre-

laminated Particle Board with 2mm thkedgebeading, each table to have 1 no. 75mmdia PVC wire management slots.

I 8bi a. 1200mm x 750mm (D) 496 each 2,576.00 1,277,696.00

Furniture: Page 6

Page 110: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl.No Description of Items QTY Unit Rate AmountI 8bii b. 1500mm x 750mm (D) 6 each 3,221.00 19,326.00I 8c FABRIC tiles: 12mm thk medium density fibre

board (MDF) conforming to IS 12406 andcovered with fire retardant fabric of approvedtexture and colour. 1020 sqm 1,031.00 1,051,620.00

I 8d Laminate tiles: 12mm thk prelaminated oarticleboard (conforming to IS 12823)edge bandedby 0.40 mm PVC banding.

1428 sqm 1,031.00 1,472,268.00I 8e Magnetic tiles: Constructed out of 1.2mm

galvanised sheet and covered with fireratardant fabric of approved texture and colour. 4 nos. magnet to be provided per tile.

184 sqm 1,375.00 253,000.00I 8f Raceway: made out of 1.2mm CRCA sheets

conforming to IS 513, epoxy powder coated ofapproved colour. 93 sqm 2,862.00 266,166.00

I 8g Key Board Tray made of moulded ABS withoutmouse pad, to be provided with sliding channeland roller, of size 570mm x 300mm

563 each 814.00 458,282.00I 8h CPU Tray: 230 x 230x 220(H) , made of CRCA

2mm sections with castors and finished withpowder coat. 563 each 498.00 280,374.00

Furniture: Page 7

Page 111: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl.No Description of Items QTY Unit Rate AmountI 9 Providing and Installation Conference

Table as per design to have 25mmPrelaminated Particle board with edgemoulding for the table top. The table supportwill be on designed PU coated aluminium legsand modestry panels to be provided as perdesign. 6 nos flip up beams to be provided forelectrical and data management.

I 9a a. Overall size 6100mm x 5050x 750mm (H)approx. 2 Nos 121,672.00 243,344.00

I 9b b. Overall size 7900mm x 3200x 750mm (H)approx. 1 Nos 132,186.00 132,186.00

I 10 Providing and Installation Dining Table (1500 x 750 x750 (h) ) as per design to have 25mm prelaminated particle board with edge banding for the table top. The The laminate will be on the under side of the table and the upper side will be finished with 1.5mm thk. approved laminate.Table to support on PU coated metal system of legs. 12 Nos 5,827.00 69,924.00

I 11

Providing and Installation on site Sofa set with tubular steel frame, powder coated to required colour, with 100mm thk cushion with 32 density PU foam for seat and back rest with 100mm cushion with 20 density PU foam, moulded polyurethane arm rest, complete in every respect: Bodyline regency of Featherlite or equivalent of Godrej / Bloplast.

Furniture: Page 8

Page 112: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl.No Description of Items QTY Unit Rate AmountI 11a (I). Single Seater 2 nos 4,599.00 9,198.00I 11b (ii). Two Seater 10 nos 7,147.00 71,470.00I 11c (iii) Three Seater 59 nos 9,766.00 576,194.00I 12 Providing and Installation on site following

Executive Chairs.I 12a

Type I

Contact High Back Chair with Chromeadjustable arms, crome base , gas lift, withmoulded foam cushion of 52 density, flexiblemesh fabrick back, provided with castors,HBGS with CA & CB of Fatherlite or equivalentof Gogrej / Blowplast. 3 9,597.00 28,791.00

I 12b

Type II

Contact High Back Chair with adjustable arms,PU base , gas lift, with moulded foam cushionof 52 density, flexible mesh fabrick back,provided with castors, HBGS 'B' of Fatherlite orequivalent of Gogrej / Blowplast.

1 Nos 8,087.00 8,087.00I 12c

Type III/ IV /V

Contact Medium Back Chair with adjustablearms, PU base , gas lift, with moulded foamcushion of 52 density, flexible mesh fabrickback, provided with castors, MBGS'B' ofFatherlite or equivalent of Gogrej / Blowplast.

24 Nos 6,212.00 149,088.00I 12d

Tyoe VI

Contact Low Back Chair with adjustable arms,PU base , gas lift, with moulded foam cushionof 52 density, flexible mesh fabrick back,provided with castors, LBGS 'B' of Fatherlite orequivalent of Gogrej / Blowplast.

36 Nos 6,097.00 219,492.00

Furniture: Page 9

Page 113: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl.No Description of Items QTY Unit Rate AmountI 12e work

station/ conference/ visitors

Advantage MBG PC with fixed earms(Advantage-I) of Fatherlite or equivalent ofGodrej/ Blowplast. 849 Nos 3,496.00 2,968,104.00

I 12fAuditorium

Auditorium Chairs ISRO-AUDI or INFOTECH-AUDI of Featherlite or equivalent of Godrej/Blowplast. 300 Nos 4,658.00 1,397,400.00

I 12gCafeteria

Twin Twist of Moulded plastic of Featherlite orequivalent of Godrej/ Blowplast. 72 Nos 1,257.00 90,504.00

TOTAL COST 22,632,972.00

Furniture: Page 10

Page 114: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

LAN

(Page No. 1 to 2)

Page 115: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. No Description of Items Unit Qty Rate Amount

J 1Supplying of CORE Switch of HPProCurve 5406 or equivallent at Server End with following items

a Layer 3 Switch Chassis of HPProCurve 5406 or equivallent Nos 2 137,280.00 274,560.00

b 20 Port Gigabit Ethernet + 4 Ports SFP (for Optical Fiber) module for core switch Nos 4 205,920.00 823,680.00

c Redundant Power Supply for switch Nos 4 45,760.00 183,040.00

J 2Supplying of Layer 2 Switch Chassis of HP ProCurve 4208 or equivallent (EDGE Switch) with following items Nos 12 133,120.00 1,597,440.00

a 24 Port Gigabit Ethernet module Nos 16 76,960.00 1,231,360.00b 20 Port Gigabit Ethernet + 4 Ports SFP (for Optical Fiber) module Nos 12 87,360.00 1,048,320.00c Redundant Power Supply for switch Nos 12 45,760.00 549,120.00

UTP Cable & Accessories

J 3

Supplying and fixing of CAT6 UTP Cable of make Krone or equivallent in PVC conduit clamped in wall / false ceiling including supply of RJ 45 adopter, all fittings, fixtures etc. complete M 33000 44.90 1,481,700.00

J 4

Supplying and fixing of information outlet (I/O box) of Krone or equivallent fixed on wall / modular furniture including all fittings, fixtures etc. complete Nos 620 335.60 208,072.00

J 5Supplying and fixing of jack panel 24 port of Krone or equivallent fixed on rack including all fittings, fixtures etc. complete Nos 29 7,783.80 225,730.20

J 6 Supply of Patch cord of Krone or equivallent make 1m long Nos 620 230.00 142,600.00J 7 Supply of Patch cord of Krone or equivallent make 2m long Nos 620 316.00 195,920.00

J 8Supply of 24U rack of EPW /HCL or equivallent make fixed on floor including all fittings, fixtures etc. complete Nos 12 35,575.10 426,901.20

Optical Fiber & Accessories

J. LAN SYSTEM

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

LAN, PAGE1

Page 116: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. No Description of Items Unit Qty Rate Amount

J 9

Supplying and laying of armoured 6 core Optical fibre Cable of make Krone or equivallent clamped on wall including all fittings, fixtures etc. complete Metre 1200 229.90 275,880.00

J 10Supply of Pigtail SC type single mode 1.5m long of make Krone or equivallent including splicing to fibre optics cable complete Nos 144 1,070.50 154,152.00

J 11Supply of LIU rack mount SC type ( loaded 12 port) of make Krone or equivallent including fitting and termination complete Nos 18 10,171.70 183,090.60

J 12Supply of Patch cord single mode SC to LC of Krone or equivallent make Nos 24 3,795.00 91,080.00

J 13 Net work configuration for the whole system job 1 10,000.00 10,000.00J 14 Testing & documentation of fiber and Certification Points 144 505.00 72,720.00

Sub Head Total 9,175,366.00Rs

LAN, PAGE2

Page 117: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

HORTICULTURE

(Page No. 1 to 3)

Page 118: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. No

Description of Items Unit Quantity Rate (in Rs.)

Amount (in Rs.)

K HORTICULTUREK 1 Earthwork in excavation over areas (30 cm in depth)

including disposal of excavated earth lead upto 50m andlift upto 1.5m disposed earth to be levelled and neatlydressed all kind of soil.

cum 600 166.00 99600.00

K 2 Supplying & filling/ spreading gardenloam soil upto

300mm in depthcum 600 315.00 189000.00

KK 3 Cleaning, clearing the stonechips & unwanted

materials,dweeding, and making the surface clean.sqm 1000 55.00 55000.00

K 4 Supplying & planting korean/ mexican grass by dibbling

method including supply and mixing manners, waterringetc. complete

sqm 500 100.00 50000.00

K 5 Supplying & planting korean grass by turfing method

including preparation of base, supply and mixingmanures, watering etc complete.

sqm 200 460.00 92000.00

K 6 Supplying & planting doob grass by dibbling method

including supply and mixing manners, waterring etc.complete

sqm 2000 65.00 130000.00

K 7 Supplying & planting different types of flowering trees

(Height of tree - 8' -10', at the time of plantation)including pit making & supply mixing and spreading ofgood earth and manuring, watering. ( Tree varities:Cossia fistula, Caselpania pulcherima, Delonix regia, Alastonia Scholaris, Jacaranda minusofia, Spathoden campalata, mimusops elengi)

each 55 805.00 44275.00

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

Horticulture PAGE 1

Page 119: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. No

Description of Items Unit Quantity Rate (in Rs.)

Amount (in Rs.)

K 8 Supplying & planting Palms tree (Cycas revolunta)(width- approx. 1½' at the time of plantation) includingpit making & supply mixing and spreading of good earthand manure, watering.

each 18 920.00 16560.00

K 9 Supplying & planting matured Royal Palms treeincluding pit making & supply mixing and spreading ofgood earth and manure, watering.

each 8 2000.00 16000.00

K 10 Supplying and planting Weeping debdaru [Polyalthialongifolia, ht- 6'-7'] including pit making & supply, mixing,spreading of good earth and manuring, watering.

each 30 115.00 3450.00

K 11 Supplying & planting different types of bamboos (heights8'-10") including pit making, supply, mixing andspreading of good earth and manure, wateringetc.Varieties of bamboo: a) Muli Bamboo b) Gatibamboo c)Varigated bamboo c) Buddha bamboo

each 25 920.00 23000.00

K 12 Supplying & planting different types of foliage & flowering shrubs (height- 2'-3") including pit making, supply,mixing and spreading of good earth and manure,watering etc.

each 1000 46.00 46000.00

K 13 Supplying & planting different types of colourful edgeplants / ground covers including pit making, supply,mixing and spreading of good earth and manure,watering etc.

each 3000 14.35 43050.00

K 14 Supplying and planting flowering creepers including pitmaking, supply, mixing and spreading of good earth andmanure, watering etc.

each 100 52.00 5200.00

Horticulture PAGE 2

Page 120: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. No

Description of Items Unit Quantity Rate (in Rs.)

Amount (in Rs.)

K 15 Supplying & planting full matured ornamental trees(height- 10'-12") (Brownea Arisa/ Brownea Macrophylla/Magnolia Grandi Flora/ Vustavia Augusta) including pitmaking, supply, mixing and spreading of good earth andmanure, watering etc.

each 6 2875.00 17250.00

Sub Head Total Rs. 830,385.00

Horticulture PAGE 3

Page 121: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

CCTV SYSTEM

(Page No. 1 )

Page 122: Cover Page Front VOL III - engineeringprojects.comengineeringprojects.com/Tender/UploadFiles/VOLl-III.pdf · Title: Microsoft Word - Cover Page Front VOL III.doc Author: ENGGC14 Created

Sl. No Description of Items Unit Rate (in Rs.)

Qty Amount (in Rs.)

L CCTV SYSTEML 1 Supply, installation , testing , commissioning

including design of CCTV system comprising ofthe followings:

L 1.1 Supply installation testing and commissioning of1/3" Color CCD, 420 TVL, 3.6mm, Color DomeCamera, 0.3 Lux Illumination with Power SupplyUnit each 7245.00 35 253575.00

L 1.2 Supply installation testing and commissioning of1/3" Color CCD, High Resolution C MountCamera 0.5 Lux IlluminationVari-Focal 2.8 ~ 10mm Lens and Mounting, Housing etc forOutdoor Application,with Power Supply Unit

each 12870.00 16 205920.00L 1.3 Supply installation testing and commissioning of

16 Video, 16 Alarm, MPEG-4,Recording:100/120FPS with build in CDWriter.Digital Video Recorder with with VGAadaptor & 320 GB Hard Disk for maximumstorage with Networking option each 129350.00 3 388050.00

L 1.4 Supply installation testing and commissioning ofHigh Resolution TFT/LCD Monitor each 24580.00 3 73740.00

L 1.5 Supply and laying ofVideo/Power/Communication Cabling in Conduitas per design and requirements. meter 89.25 2775 247668.75Sub Head Total 1168953.75

PROPOSED CONSTRUCTION OF REGIONAL OFFICE BUILDING / ESIMB FOR ESIC AT SALT LAKE CITY, KOLKATA

CCTV PAGE 1